TY  - CONF
AU  - Maneski, Taško
AU  - Milošević-Mitić, Vesna
AU  - Milović, Ljubica
AU  - Jovanović, Miloš
AU  - Anđelić, Nina
AU  - Petrović, Ana
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6015
AB  - Industrial robots are used for high-precision tasks and in intensive production.  One of the most reliable methods for monitoring robots’ work is vibrodiagnostics, which provides recommendations and maintenance procedures, and also serves as a reliable diagnostic method for determining the causes of industrial robot failures. Connection of robot and the supporting structure is very important and it affects on dynamic behavior of the robot. This paper presents the process of diagnosing dynamic condition of the structure with painting robots, after the failure of the robot motion reducer. To analyze the causes of the failure, a numerical analysis was performed, which included: static calculation, dynamic calculation, determining transfer function in frequency domain and reinforcement factors. Supporting structure has very low eigen-frequencies (3,5 to 9.5 Hz), it cannot accept inertial forces and large deformations and resonant behavior occur. Using FEM analysis is shown that the behavior of the structure is unfavorable because 20 eigen-oscillations had a frequency less than 17 Hz, and all are located in the robots’ working space. Determination of the transfer functions showed that the dynamic gain factor in all three directions of the excitation force is extremely large, while the corresponding frequencies are 5 ÷ 20 Hz.  It was determined that the main problem was the rigidity of the supporting structure.
C3  - ECF23, European Conference on Fracture 2022, Procedia Structural Integrity
T1  - Identification of the cause of incorrect work of bumper paint robot reducer
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6015
ER  - 

@conference{
author = "Maneski, Taško and Milošević-Mitić, Vesna and Milović, Ljubica and Jovanović, Miloš and Anđelić, Nina and Petrović, Ana",
year = "2022",
abstract = "Industrial robots are used for high-precision tasks and in intensive production.  One of the most reliable methods for monitoring robots’ work is vibrodiagnostics, which provides recommendations and maintenance procedures, and also serves as a reliable diagnostic method for determining the causes of industrial robot failures. Connection of robot and the supporting structure is very important and it affects on dynamic behavior of the robot. This paper presents the process of diagnosing dynamic condition of the structure with painting robots, after the failure of the robot motion reducer. To analyze the causes of the failure, a numerical analysis was performed, which included: static calculation, dynamic calculation, determining transfer function in frequency domain and reinforcement factors. Supporting structure has very low eigen-frequencies (3,5 to 9.5 Hz), it cannot accept inertial forces and large deformations and resonant behavior occur. Using FEM analysis is shown that the behavior of the structure is unfavorable because 20 eigen-oscillations had a frequency less than 17 Hz, and all are located in the robots’ working space. Determination of the transfer functions showed that the dynamic gain factor in all three directions of the excitation force is extremely large, while the corresponding frequencies are 5 ÷ 20 Hz.  It was determined that the main problem was the rigidity of the supporting structure.",
journal = "ECF23, European Conference on Fracture 2022, Procedia Structural Integrity",
title = "Identification of the cause of incorrect work of bumper paint robot reducer",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6015"
}

Maneski, T., Milošević-Mitić, V., Milović, L., Jovanović, M., Anđelić, N.,& Petrović, A.. (2022). Identification of the cause of incorrect work of bumper paint robot reducer. in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity.
https://hdl.handle.net/21.15107/rcub_machinery_6015

Maneski T, Milošević-Mitić V, Milović L, Jovanović M, Anđelić N, Petrović A. Identification of the cause of incorrect work of bumper paint robot reducer. in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity. 2022;.
https://hdl.handle.net/21.15107/rcub_machinery_6015 .

Maneski, Taško, Milošević-Mitić, Vesna, Milović, Ljubica, Jovanović, Miloš, Anđelić, Nina, Petrović, Ana, "Identification of the cause of incorrect work of bumper paint robot reducer" in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity (2022),
https://hdl.handle.net/21.15107/rcub_machinery_6015 .

TY  - JOUR
AU  - Postić, Srdan D.
AU  - Milošević, Miloš
AU  - Maneski, Taško
AU  - Mladenović, Goran
AU  - Brković, Snežana
AU  - Trifković, Branka
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3729
AB  - Stereooptics method have been successfully used in biomechanical studies of dental models. The aim of this study was to investigate, on the basis of functional deformities, the distribution of occlusal loads on the casts of a partially-edentulous mandible without and with dedicated copings. Precise measurement of strain and displacement of partially-edentulous mandibular control and experimental casts were provided by the digital image correlation method and ARAMIS software. Simulated loads ranged from 0 to 1000 N. Displacements and deformations of abutment teeth within the control cast of a partially-edentulous mandible were 0.48% for incisor without coping, 10.29% for canine without coping, and 6.64% for premolar without coping, and within the experimental cast of a partially-edentulous mandible they were 0.29% for incisor with coping, 7.007% for canine with coping, and 4.98% for premolar with coping. Wilcoxon matched pairs signed ranks sum test was not statistically significant for the majority of the examined parameters, except for the differences between deformations of teeth and copings under pressure p  lt = 0.05. When loading the abutment teeth, the distribution of strain through the remaining tooth substance is specific and various. Abutment teeth covered by protective copings are more resistant to loads.
PB  - Sage Publications Ltd, London
T2  - Advances in Mechanical Engineering
T1  - Optical stereometric analysis of an experimental partially-edentulous mandible
IS  - 6
VL  - 14
DO  - 10.1177/16878132221106648
ER  - 

@article{
author = "Postić, Srdan D. and Milošević, Miloš and Maneski, Taško and Mladenović, Goran and Brković, Snežana and Trifković, Branka",
year = "2022",
abstract = "Stereooptics method have been successfully used in biomechanical studies of dental models. The aim of this study was to investigate, on the basis of functional deformities, the distribution of occlusal loads on the casts of a partially-edentulous mandible without and with dedicated copings. Precise measurement of strain and displacement of partially-edentulous mandibular control and experimental casts were provided by the digital image correlation method and ARAMIS software. Simulated loads ranged from 0 to 1000 N. Displacements and deformations of abutment teeth within the control cast of a partially-edentulous mandible were 0.48% for incisor without coping, 10.29% for canine without coping, and 6.64% for premolar without coping, and within the experimental cast of a partially-edentulous mandible they were 0.29% for incisor with coping, 7.007% for canine with coping, and 4.98% for premolar with coping. Wilcoxon matched pairs signed ranks sum test was not statistically significant for the majority of the examined parameters, except for the differences between deformations of teeth and copings under pressure p  lt = 0.05. When loading the abutment teeth, the distribution of strain through the remaining tooth substance is specific and various. Abutment teeth covered by protective copings are more resistant to loads.",
publisher = "Sage Publications Ltd, London",
journal = "Advances in Mechanical Engineering",
title = "Optical stereometric analysis of an experimental partially-edentulous mandible",
number = "6",
volume = "14",
doi = "10.1177/16878132221106648"
}

Postić, S. D., Milošević, M., Maneski, T., Mladenović, G., Brković, S.,& Trifković, B.. (2022). Optical stereometric analysis of an experimental partially-edentulous mandible. in Advances in Mechanical Engineering
Sage Publications Ltd, London., 14(6).
https://doi.org/10.1177/16878132221106648

Postić SD, Milošević M, Maneski T, Mladenović G, Brković S, Trifković B. Optical stereometric analysis of an experimental partially-edentulous mandible. in Advances in Mechanical Engineering. 2022;14(6).
doi:10.1177/16878132221106648 .

Postić, Srdan D., Milošević, Miloš, Maneski, Taško, Mladenović, Goran, Brković, Snežana, Trifković, Branka, "Optical stereometric analysis of an experimental partially-edentulous mandible" in Advances in Mechanical Engineering, 14, no. 6 (2022),
https://doi.org/10.1177/16878132221106648 . .

TY  - JOUR
AU  - Rajić, Milena
AU  - Zivković, Dragoljub
AU  - Banić, Milan
AU  - Mančić, Marko
AU  - Maneski, Taško
AU  - Milošević, Miloš
AU  - Mitrović, Nenad
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3746
AB  - Boilers are one of the most used units for both heat generation plants and industry systems. Their operation is subjected to different working loads and maintenance requirements. Exploitation experience points out critical boiler zones where failures and break downs typically occur. This paper analyzes critical zones in hot water fire-tube boiler. Experimental procedure was performed on the model of this type of boilers and its critical element. The tube plate of hot water boiler was identified as the most critical one. Experimental analysis and numerical model verification were performed using Aramis system based on 3-D digital image correlation method. Numerical analysis was done in ANSYS software package and verification of results was done based on measurements obtained by strain gauges and local measurements performed by the Aramis system. Stress-strain analysis indicates the critical zones of boiler tube plate. The character of change parameters such as strain and stress occurring in the critical zones can be verified both by experimental and numerical data. The paper presents a novel approach in experimental and numerical analyses that can be conducted in similar units and used for existing unit optimization, as well as for new product testing on different loads and provide opportunity for further development and improvement for practical industrial application.
PB  - Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd
T2  - Thermal Science
T1  - Experimental and numerical stress and strain analysis of the boiler reversing chamber tube plate
EP  - 2145
IS  - 3
SP  - 2135
VL  - 26
DO  - 10.2298/TSCI210313207R
ER  - 

@article{
author = "Rajić, Milena and Zivković, Dragoljub and Banić, Milan and Mančić, Marko and Maneski, Taško and Milošević, Miloš and Mitrović, Nenad",
year = "2022",
abstract = "Boilers are one of the most used units for both heat generation plants and industry systems. Their operation is subjected to different working loads and maintenance requirements. Exploitation experience points out critical boiler zones where failures and break downs typically occur. This paper analyzes critical zones in hot water fire-tube boiler. Experimental procedure was performed on the model of this type of boilers and its critical element. The tube plate of hot water boiler was identified as the most critical one. Experimental analysis and numerical model verification were performed using Aramis system based on 3-D digital image correlation method. Numerical analysis was done in ANSYS software package and verification of results was done based on measurements obtained by strain gauges and local measurements performed by the Aramis system. Stress-strain analysis indicates the critical zones of boiler tube plate. The character of change parameters such as strain and stress occurring in the critical zones can be verified both by experimental and numerical data. The paper presents a novel approach in experimental and numerical analyses that can be conducted in similar units and used for existing unit optimization, as well as for new product testing on different loads and provide opportunity for further development and improvement for practical industrial application.",
publisher = "Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd",
journal = "Thermal Science",
title = "Experimental and numerical stress and strain analysis of the boiler reversing chamber tube plate",
pages = "2145-2135",
number = "3",
volume = "26",
doi = "10.2298/TSCI210313207R"
}

Rajić, M., Zivković, D., Banić, M., Mančić, M., Maneski, T., Milošević, M.,& Mitrović, N.. (2022). Experimental and numerical stress and strain analysis of the boiler reversing chamber tube plate. in Thermal Science
Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd., 26(3), 2135-2145.
https://doi.org/10.2298/TSCI210313207R

Rajić M, Zivković D, Banić M, Mančić M, Maneski T, Milošević M, Mitrović N. Experimental and numerical stress and strain analysis of the boiler reversing chamber tube plate. in Thermal Science. 2022;26(3):2135-2145.
doi:10.2298/TSCI210313207R .

Rajić, Milena, Zivković, Dragoljub, Banić, Milan, Mančić, Marko, Maneski, Taško, Milošević, Miloš, Mitrović, Nenad, "Experimental and numerical stress and strain analysis of the boiler reversing chamber tube plate" in Thermal Science, 26, no. 3 (2022):2135-2145,
https://doi.org/10.2298/TSCI210313207R . .

TY  - JOUR
AU  - Durdević, Đorđe
AU  - Sedmak, Simon
AU  - Đurđević, Andrijana
AU  - Anđelić, Nina
AU  - Maneski, Taško
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3515
AB  - Development and calculation of the base supporting struc-ture used for mining equipment is the aim of the paper. The base structure is intended for the installation of electronic communication and power equipment and devices that supply and manage mining equipment. The first part of the paper covers the existing solutions, and the second part shows the development of a new solution. Design solution of a new base structure is presented, a calculation of the base according to valid standards and regulations, and the numerical determination of equivalent stress and strain by Abaqus (R) software. Finally, the performed solution is given.
PB  - Institut za ispitivanje materijala, Beograd
T2  - Structural Integrity and Life-Integritet I Vek Konstrukcija
T1  - Development and calculation of supporting structure for mining power equipment
EP  - 177
IS  - 2
SP  - 173
VL  - 21
UR  - https://hdl.handle.net/21.15107/rcub_machinery_3515
ER  - 

@article{
author = "Durdević, Đorđe and Sedmak, Simon and Đurđević, Andrijana and Anđelić, Nina and Maneski, Taško",
year = "2021",
abstract = "Development and calculation of the base supporting struc-ture used for mining equipment is the aim of the paper. The base structure is intended for the installation of electronic communication and power equipment and devices that supply and manage mining equipment. The first part of the paper covers the existing solutions, and the second part shows the development of a new solution. Design solution of a new base structure is presented, a calculation of the base according to valid standards and regulations, and the numerical determination of equivalent stress and strain by Abaqus (R) software. Finally, the performed solution is given.",
publisher = "Institut za ispitivanje materijala, Beograd",
journal = "Structural Integrity and Life-Integritet I Vek Konstrukcija",
title = "Development and calculation of supporting structure for mining power equipment",
pages = "177-173",
number = "2",
volume = "21",
url = "https://hdl.handle.net/21.15107/rcub_machinery_3515"
}

Durdević, Đ., Sedmak, S., Đurđević, A., Anđelić, N.,& Maneski, T.. (2021). Development and calculation of supporting structure for mining power equipment. in Structural Integrity and Life-Integritet I Vek Konstrukcija
Institut za ispitivanje materijala, Beograd., 21(2), 173-177.
https://hdl.handle.net/21.15107/rcub_machinery_3515

Durdević Đ, Sedmak S, Đurđević A, Anđelić N, Maneski T. Development and calculation of supporting structure for mining power equipment. in Structural Integrity and Life-Integritet I Vek Konstrukcija. 2021;21(2):173-177.
https://hdl.handle.net/21.15107/rcub_machinery_3515 .

Durdević, Đorđe, Sedmak, Simon, Đurđević, Andrijana, Anđelić, Nina, Maneski, Taško, "Development and calculation of supporting structure for mining power equipment" in Structural Integrity and Life-Integritet I Vek Konstrukcija, 21, no. 2 (2021):173-177,
https://hdl.handle.net/21.15107/rcub_machinery_3515 .

TY  - CHAP
AU  - Rajić, M.
AU  - Živković, D.
AU  - Banić, M.
AU  - Mančić, Marko
AU  - Milošević, Miloš
AU  - Maneski, Taško
AU  - Mitrović, Nenad
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3681
AB  - Hot water boilers are most commonly used devices in thermal and industrial plants for heat production. Boilers elements are exposed to high pressures and temperatures during boiler operation. Non-stationary working regimes of boiler may lead to breakdowns and fatigue of boiler elements. There are numerous cases of breakdowns of such units, which lead to reduced reliability and safety of the plant. In order to avoid this state, certain investigation should be made that would examine the influence of different regimes on the boiler structure. Lack of available data concerning the temperature as well as stress-strain field in boiler elements led us to perform such kind of experiment. This paper presents results of numerical analysis performed on the modelled boiler. Validation of the numerical model was performed based on experimental results obtained using DIC (Digital Image Correlation) method by using Aramis system. The character of parameters change, such as strain and stress, occurring in the critical zones of boiler elements can be verified both by experimental and numerical results. In this paper the novel approach of experimental and numerical analysis is presented. The method can be used and conducted in similar units for testing on different loads or working regimes, as well as to improve the safety and reliability of similar pressure vessel units.
PB  - Springer
T2  - Lecture Notes in Networks and Systems
T1  - Experimental and numerical analysis of stress-strain field of the modelled boiler element
EP  - 273
SP  - 257
VL  - 153
DO  - 10.1007/978-3-030-58362-0_15
ER  - 

@inbook{
author = "Rajić, M. and Živković, D. and Banić, M. and Mančić, Marko and Milošević, Miloš and Maneski, Taško and Mitrović, Nenad",
year = "2021",
abstract = "Hot water boilers are most commonly used devices in thermal and industrial plants for heat production. Boilers elements are exposed to high pressures and temperatures during boiler operation. Non-stationary working regimes of boiler may lead to breakdowns and fatigue of boiler elements. There are numerous cases of breakdowns of such units, which lead to reduced reliability and safety of the plant. In order to avoid this state, certain investigation should be made that would examine the influence of different regimes on the boiler structure. Lack of available data concerning the temperature as well as stress-strain field in boiler elements led us to perform such kind of experiment. This paper presents results of numerical analysis performed on the modelled boiler. Validation of the numerical model was performed based on experimental results obtained using DIC (Digital Image Correlation) method by using Aramis system. The character of parameters change, such as strain and stress, occurring in the critical zones of boiler elements can be verified both by experimental and numerical results. In this paper the novel approach of experimental and numerical analysis is presented. The method can be used and conducted in similar units for testing on different loads or working regimes, as well as to improve the safety and reliability of similar pressure vessel units.",
publisher = "Springer",
journal = "Lecture Notes in Networks and Systems",
booktitle = "Experimental and numerical analysis of stress-strain field of the modelled boiler element",
pages = "273-257",
volume = "153",
doi = "10.1007/978-3-030-58362-0_15"
}

Rajić, M., Živković, D., Banić, M., Mančić, M., Milošević, M., Maneski, T.,& Mitrović, N.. (2021). Experimental and numerical analysis of stress-strain field of the modelled boiler element. in Lecture Notes in Networks and Systems
Springer., 153, 257-273.
https://doi.org/10.1007/978-3-030-58362-0_15

Rajić M, Živković D, Banić M, Mančić M, Milošević M, Maneski T, Mitrović N. Experimental and numerical analysis of stress-strain field of the modelled boiler element. in Lecture Notes in Networks and Systems. 2021;153:257-273.
doi:10.1007/978-3-030-58362-0_15 .

Rajić, M., Živković, D., Banić, M., Mančić, Marko, Milošević, Miloš, Maneski, Taško, Mitrović, Nenad, "Experimental and numerical analysis of stress-strain field of the modelled boiler element" in Lecture Notes in Networks and Systems, 153 (2021):257-273,
https://doi.org/10.1007/978-3-030-58362-0_15 . .

TY  - CONF
AU  - Rajić, Milena
AU  - Živković, Dragoljub
AU  - Banić, Milan
AU  - Mančić, Marko
AU  - Milošević, Miloš
AU  - Maneski, Taško
AU  - Mitrović, Nenad
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7695
AB  - Hot water boilers, especially boilers with fire tube where the combustion takes place, are widely used in process industry. Elements of the boiler are exposed to high pressures and temperatures during boiler operation. Exploitation experience indicates constant and permanent breakdowns occurring as a result of accidental states of individual boiler elements. Studies done before in this field indicate certain critical boiler elements that may have influence on the reliability and safety of the entire unit. In order to avoid this state, certain investigation should be made that would examine the influence of different regimes on the boiler structure. Lack of available data concerning the temperature as well as stress-strain field in boiler elements led us to perform such kind of experiment. This paper presents results of numerical analysis performed on the modelled
boiler. Validation of the numerical model was performed based on experimental results obtained using 3D Digital Image Correlation analysis. This paper analyses critical elements of the hot water boiler by experimental data obtained from its model and improved numerical model in order to analyze constrains and loads the model is exposed to and to have fully-covered stress-strain field obtained from experimental data.
PB  - Innovation Center of Faculty of Mechanical Engineering
C3  - International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2020
T1  - 3D DIGITAL IMAGE CORRELATION ANALYSIS OF THE MODELLED BOILER ELEMENT
SP  - 15
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7695
ER  - 

@conference{
author = "Rajić, Milena and Živković, Dragoljub and Banić, Milan and Mančić, Marko and Milošević, Miloš and Maneski, Taško and Mitrović, Nenad",
year = "2020",
abstract = "Hot water boilers, especially boilers with fire tube where the combustion takes place, are widely used in process industry. Elements of the boiler are exposed to high pressures and temperatures during boiler operation. Exploitation experience indicates constant and permanent breakdowns occurring as a result of accidental states of individual boiler elements. Studies done before in this field indicate certain critical boiler elements that may have influence on the reliability and safety of the entire unit. In order to avoid this state, certain investigation should be made that would examine the influence of different regimes on the boiler structure. Lack of available data concerning the temperature as well as stress-strain field in boiler elements led us to perform such kind of experiment. This paper presents results of numerical analysis performed on the modelled
boiler. Validation of the numerical model was performed based on experimental results obtained using 3D Digital Image Correlation analysis. This paper analyses critical elements of the hot water boiler by experimental data obtained from its model and improved numerical model in order to analyze constrains and loads the model is exposed to and to have fully-covered stress-strain field obtained from experimental data.",
publisher = "Innovation Center of Faculty of Mechanical Engineering",
journal = "International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2020",
title = "3D DIGITAL IMAGE CORRELATION ANALYSIS OF THE MODELLED BOILER ELEMENT",
pages = "15",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7695"
}

Rajić, M., Živković, D., Banić, M., Mančić, M., Milošević, M., Maneski, T.,& Mitrović, N.. (2020). 3D DIGITAL IMAGE CORRELATION ANALYSIS OF THE MODELLED BOILER ELEMENT. in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2020
Innovation Center of Faculty of Mechanical Engineering., 15.
https://hdl.handle.net/21.15107/rcub_machinery_7695

Rajić M, Živković D, Banić M, Mančić M, Milošević M, Maneski T, Mitrović N. 3D DIGITAL IMAGE CORRELATION ANALYSIS OF THE MODELLED BOILER ELEMENT. in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2020. 2020;:15.
https://hdl.handle.net/21.15107/rcub_machinery_7695 .

Rajić, Milena, Živković, Dragoljub, Banić, Milan, Mančić, Marko, Milošević, Miloš, Maneski, Taško, Mitrović, Nenad, "3D DIGITAL IMAGE CORRELATION ANALYSIS OF THE MODELLED BOILER ELEMENT" in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2020 (2020):15,
https://hdl.handle.net/21.15107/rcub_machinery_7695 .

TY  - JOUR
AU  - Culafić, Stefan
AU  - Maneski, Taško
AU  - Bajić, Darko
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3252
AB  - This paper describes pipeline stress analysis, primarilybranch junctions, as a structural element in hydro-power plants. Pipelines are exposed to internal pressure,which is present under working conditions. Analysis of stresses in the pipeline of the hydropower plant is based on analytical, numerical, and experimental methods In this paper, we will define the critical elements of the pipeline. After that, we will determine critical areas in the branch junction, under experimental conditions, where strain gauges should be installed. The obtained resultsshow that a boiler formula can be efficiently applied in the stress analysis. Also, a correlation between the internal pressure and the maximum circumferential stresses in the elastic zone is given. In the final sections of the paper, the limit value of the internal pressure as a load for which stress in the zone of plasticity appears and the safety factor of the branch junction in the exploitation conditions are determined. The contribution of this work is the unification and deepening of the topic related to the problem of the testing othydro-power structural elements.
PB  - Assoc Mechanical Engineers Technicians Slovenia, Ljubljana
T2  - Strojniski Vestnik-Journal of Mechanical Engineering
T1  - Stress Analysis of a Pipeline as a Hydropower Plant Structural Element
EP  - 60
IS  - 1
SP  - 51
VL  - 66
DO  - 10.5545/sv-jme.2019.6157
ER  - 

@article{
author = "Culafić, Stefan and Maneski, Taško and Bajić, Darko",
year = "2020",
abstract = "This paper describes pipeline stress analysis, primarilybranch junctions, as a structural element in hydro-power plants. Pipelines are exposed to internal pressure,which is present under working conditions. Analysis of stresses in the pipeline of the hydropower plant is based on analytical, numerical, and experimental methods In this paper, we will define the critical elements of the pipeline. After that, we will determine critical areas in the branch junction, under experimental conditions, where strain gauges should be installed. The obtained resultsshow that a boiler formula can be efficiently applied in the stress analysis. Also, a correlation between the internal pressure and the maximum circumferential stresses in the elastic zone is given. In the final sections of the paper, the limit value of the internal pressure as a load for which stress in the zone of plasticity appears and the safety factor of the branch junction in the exploitation conditions are determined. The contribution of this work is the unification and deepening of the topic related to the problem of the testing othydro-power structural elements.",
publisher = "Assoc Mechanical Engineers Technicians Slovenia, Ljubljana",
journal = "Strojniski Vestnik-Journal of Mechanical Engineering",
title = "Stress Analysis of a Pipeline as a Hydropower Plant Structural Element",
pages = "60-51",
number = "1",
volume = "66",
doi = "10.5545/sv-jme.2019.6157"
}

Culafić, S., Maneski, T.,& Bajić, D.. (2020). Stress Analysis of a Pipeline as a Hydropower Plant Structural Element. in Strojniski Vestnik-Journal of Mechanical Engineering
Assoc Mechanical Engineers Technicians Slovenia, Ljubljana., 66(1), 51-60.
https://doi.org/10.5545/sv-jme.2019.6157

Culafić S, Maneski T, Bajić D. Stress Analysis of a Pipeline as a Hydropower Plant Structural Element. in Strojniski Vestnik-Journal of Mechanical Engineering. 2020;66(1):51-60.
doi:10.5545/sv-jme.2019.6157 .

Culafić, Stefan, Maneski, Taško, Bajić, Darko, "Stress Analysis of a Pipeline as a Hydropower Plant Structural Element" in Strojniski Vestnik-Journal of Mechanical Engineering, 66, no. 1 (2020):51-60,
https://doi.org/10.5545/sv-jme.2019.6157 . .

TY  - JOUR
AU  - Momčilović, Nikola
AU  - Motok, Milorad
AU  - Maneski, Taško
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3296
AB  - The paper presents a procedure for modeling an orthotropic thin plate finite element so to have an equivalent structural response as the steel stiffened plate of same overall dimensions. New, equivalent element, homogenizes the structural properties of plates and stiffeners in element's stiffness matrix. By use of such elements, a significant reduction in overall size of a global finite element model of large stiffened panel structures could be achieved. The algorithm of proposed procedure is fully explained and, as an example, applied to a standard global model of steel ship hull structure. Structural response comparison is made between reduced model made of newly defined thin finite elements and conventional ones. Advantages are emphasized and remedies of some recognized shortcomings are suggested.
PB  - Korean Soc Steel Construction-Kssc, Seoul
T2  - International Journal of Steel Structures
T1  - Derivation of Elastic Constants for Orthotropic Plates
EP  - 342
IS  - 1
SP  - 330
VL  - 20
DO  - 10.1007/s13296-019-00284-6
ER  - 

@article{
author = "Momčilović, Nikola and Motok, Milorad and Maneski, Taško",
year = "2020",
abstract = "The paper presents a procedure for modeling an orthotropic thin plate finite element so to have an equivalent structural response as the steel stiffened plate of same overall dimensions. New, equivalent element, homogenizes the structural properties of plates and stiffeners in element's stiffness matrix. By use of such elements, a significant reduction in overall size of a global finite element model of large stiffened panel structures could be achieved. The algorithm of proposed procedure is fully explained and, as an example, applied to a standard global model of steel ship hull structure. Structural response comparison is made between reduced model made of newly defined thin finite elements and conventional ones. Advantages are emphasized and remedies of some recognized shortcomings are suggested.",
publisher = "Korean Soc Steel Construction-Kssc, Seoul",
journal = "International Journal of Steel Structures",
title = "Derivation of Elastic Constants for Orthotropic Plates",
pages = "342-330",
number = "1",
volume = "20",
doi = "10.1007/s13296-019-00284-6"
}

Momčilović, N., Motok, M.,& Maneski, T.. (2020). Derivation of Elastic Constants for Orthotropic Plates. in International Journal of Steel Structures
Korean Soc Steel Construction-Kssc, Seoul., 20(1), 330-342.
https://doi.org/10.1007/s13296-019-00284-6

Momčilović N, Motok M, Maneski T. Derivation of Elastic Constants for Orthotropic Plates. in International Journal of Steel Structures. 2020;20(1):330-342.
doi:10.1007/s13296-019-00284-6 .

Momčilović, Nikola, Motok, Milorad, Maneski, Taško, "Derivation of Elastic Constants for Orthotropic Plates" in International Journal of Steel Structures, 20, no. 1 (2020):330-342,
https://doi.org/10.1007/s13296-019-00284-6 . .

TY  - CONF
AU  - Milovanović, Aleksa
AU  - Milošević, Miloš
AU  - Maneski, Taško
AU  - Mitrović, Nenad
AU  - Travica, Milan
AU  - Poštić, Srđan
AU  - Mladenović, Goran
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7356
AB  - Examination of strain field underneath the teeth and bone structure of mandible for ‘’in vitro’’ conditions requires
thorough preparation of the examinee and equipment. For the purpose of examination of different regions of
partly-edentulous mandible, the design solutions for examination of strain fields located on the determined
points have been shown for different types of compensations.
Strain measurement was performed using contactless optical 3D system ARAMIS 2.0. Mandible model with
several remaining teeth was additively manufactured using SLA technology. The measurement of acting force
was performed using a dynamometer, with the maximum applied force intensity of 800N. The results of this
study showed that developed experimental setup enables comparison of influence of different teeth geometries
and metal compensation designs to the selected areas of artificial partly-edentulous mandible resulting in
specific strain distribution.
PB  - Innovation Center of Faculty of Mechanical Engineering
C3  - International conference of experimental and numerical investigations and new technologies (2019 ; Zlatibor)
T1  - Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible
SP  - 36
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7356
ER  - 

@conference{
author = "Milovanović, Aleksa and Milošević, Miloš and Maneski, Taško and Mitrović, Nenad and Travica, Milan and Poštić, Srđan and Mladenović, Goran",
year = "2019",
abstract = "Examination of strain field underneath the teeth and bone structure of mandible for ‘’in vitro’’ conditions requires
thorough preparation of the examinee and equipment. For the purpose of examination of different regions of
partly-edentulous mandible, the design solutions for examination of strain fields located on the determined
points have been shown for different types of compensations.
Strain measurement was performed using contactless optical 3D system ARAMIS 2.0. Mandible model with
several remaining teeth was additively manufactured using SLA technology. The measurement of acting force
was performed using a dynamometer, with the maximum applied force intensity of 800N. The results of this
study showed that developed experimental setup enables comparison of influence of different teeth geometries
and metal compensation designs to the selected areas of artificial partly-edentulous mandible resulting in
specific strain distribution.",
publisher = "Innovation Center of Faculty of Mechanical Engineering",
journal = "International conference of experimental and numerical investigations and new technologies (2019 ; Zlatibor)",
title = "Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible",
pages = "36",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7356"
}

Milovanović, A., Milošević, M., Maneski, T., Mitrović, N., Travica, M., Poštić, S.,& Mladenović, G.. (2019). Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible. in International conference of experimental and numerical investigations and new technologies (2019 ; Zlatibor)
Innovation Center of Faculty of Mechanical Engineering., 36.
https://hdl.handle.net/21.15107/rcub_machinery_7356

Milovanović A, Milošević M, Maneski T, Mitrović N, Travica M, Poštić S, Mladenović G. Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible. in International conference of experimental and numerical investigations and new technologies (2019 ; Zlatibor). 2019;:36.
https://hdl.handle.net/21.15107/rcub_machinery_7356 .

Milovanović, Aleksa, Milošević, Miloš, Maneski, Taško, Mitrović, Nenad, Travica, Milan, Poštić, Srđan, Mladenović, Goran, "Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible" in International conference of experimental and numerical investigations and new technologies (2019 ; Zlatibor) (2019):36,
https://hdl.handle.net/21.15107/rcub_machinery_7356 .

TY  - CONF
AU  - Milovanovic, Aleksa
AU  - Milošević, Miloš
AU  - Maneski, Taško
AU  - Mitrović, Nenad
AU  - Travica, Milan
AU  - Poštić, Srđan
AU  - Mladenović, Goran
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6936
AB  - Examination of strain field underneath the teeth and bone structure of mandible for "in vitro" conditions requires thorough preparation of the examinee and equipment. For the purpose of examination of different regions of partly-edentulous mandible, the design solutions for examination of strain fields located on the determined points have been shown for different types of compensations.
Strain measurement was performed using contactless optical 3D system ARAMIS 2.0. Mandible model with several remaining teeth was additively manufactured using SLA technology. The measurement of acting force was performed using a dynamometer, with the maximum applied force intensity of BOON. The results of this study showed that developed experimental setup enables comparison of influence of different teeth geometries and metal compensation designs to the selected areas of artificial partly-edentulous mandible resulting in specific strain distribution.
PB  - Belgrade : Innovation Center of Faculty of Mechanical Engineering
C3  - 3rd International Conference of Experimental and Numerical Investigations and New Technologies – CNN TECH 2019, Zlatibor, July 02-05.
T1  - Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible
EP  - 36
SP  - 36
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6936
ER  - 

@conference{
author = "Milovanovic, Aleksa and Milošević, Miloš and Maneski, Taško and Mitrović, Nenad and Travica, Milan and Poštić, Srđan and Mladenović, Goran",
year = "2019",
abstract = "Examination of strain field underneath the teeth and bone structure of mandible for "in vitro" conditions requires thorough preparation of the examinee and equipment. For the purpose of examination of different regions of partly-edentulous mandible, the design solutions for examination of strain fields located on the determined points have been shown for different types of compensations.
Strain measurement was performed using contactless optical 3D system ARAMIS 2.0. Mandible model with several remaining teeth was additively manufactured using SLA technology. The measurement of acting force was performed using a dynamometer, with the maximum applied force intensity of BOON. The results of this study showed that developed experimental setup enables comparison of influence of different teeth geometries and metal compensation designs to the selected areas of artificial partly-edentulous mandible resulting in specific strain distribution.",
publisher = "Belgrade : Innovation Center of Faculty of Mechanical Engineering",
journal = "3rd International Conference of Experimental and Numerical Investigations and New Technologies – CNN TECH 2019, Zlatibor, July 02-05.",
title = "Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible",
pages = "36-36",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6936"
}

Milovanovic, A., Milošević, M., Maneski, T., Mitrović, N., Travica, M., Poštić, S.,& Mladenović, G.. (2019). Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible. in 3rd International Conference of Experimental and Numerical Investigations and New Technologies – CNN TECH 2019, Zlatibor, July 02-05.
Belgrade : Innovation Center of Faculty of Mechanical Engineering., 36-36.
https://hdl.handle.net/21.15107/rcub_machinery_6936

Milovanovic A, Milošević M, Maneski T, Mitrović N, Travica M, Poštić S, Mladenović G. Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible. in 3rd International Conference of Experimental and Numerical Investigations and New Technologies – CNN TECH 2019, Zlatibor, July 02-05.. 2019;:36-36.
https://hdl.handle.net/21.15107/rcub_machinery_6936 .

Milovanovic, Aleksa, Milošević, Miloš, Maneski, Taško, Mitrović, Nenad, Travica, Milan, Poštić, Srđan, Mladenović, Goran, "Development of the experimental methodology of strain measurement simulated in partly-edentulous artificial mandible" in 3rd International Conference of Experimental and Numerical Investigations and New Technologies – CNN TECH 2019, Zlatibor, July 02-05. (2019):36-36,
https://hdl.handle.net/21.15107/rcub_machinery_6936 .

TY  - CONF
AU  - Milošević-Mitić, Vesna
AU  - Anđelić, Nina
AU  - Milović, Ljubica
AU  - Maneski, Taško
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/5556
AB  - The paper presents an analytical closed-form solution to the problem of dynamic change in 
the temperature field of a steel sample model during a short-term heating up and thereafter intense heat removal. It is demonstrated how a relatively complex thermal problem can be solved analytically based on differential equation that describes the temperature field. Differential equation that describes the temperature field is formed via the power of several heat sources with limited action time, as shown mathematically by applying the Dirac and Heaviside functions. In the present paper the example provided includes two heat sources. In accordance with boundary conditions the differential equation is solved by applying the finite Fourier transforms and Laplace transform. Based on obtained analytical solution of the problem, a numerical model was created corresponding to the simulation of steel sample heating on a thermomechanical welding simulator. The welding thermal simulator is a device used to achieve controlled heating and cooling, similar to the one in welding. Analytically calculated temperature fields were utilized to obtain the strain distribution in the heat source environment by applying the finite element method.
C3  - Proceedings of the 13th International Conference on the Mechanical Behaviour of Materials (ICM 13), Melbourne, Australia
T1  - Analytical Determination of the Dynamic Temperature Field of a Steel Sample  Exposed to Intense Heating by Applying a Line-Heat-Source
EP  - 620
SP  - 613
UR  - https://hdl.handle.net/21.15107/rcub_machinery_5556
ER  - 

@conference{
author = "Milošević-Mitić, Vesna and Anđelić, Nina and Milović, Ljubica and Maneski, Taško",
year = "2019",
abstract = "The paper presents an analytical closed-form solution to the problem of dynamic change in 
the temperature field of a steel sample model during a short-term heating up and thereafter intense heat removal. It is demonstrated how a relatively complex thermal problem can be solved analytically based on differential equation that describes the temperature field. Differential equation that describes the temperature field is formed via the power of several heat sources with limited action time, as shown mathematically by applying the Dirac and Heaviside functions. In the present paper the example provided includes two heat sources. In accordance with boundary conditions the differential equation is solved by applying the finite Fourier transforms and Laplace transform. Based on obtained analytical solution of the problem, a numerical model was created corresponding to the simulation of steel sample heating on a thermomechanical welding simulator. The welding thermal simulator is a device used to achieve controlled heating and cooling, similar to the one in welding. Analytically calculated temperature fields were utilized to obtain the strain distribution in the heat source environment by applying the finite element method.",
journal = "Proceedings of the 13th International Conference on the Mechanical Behaviour of Materials (ICM 13), Melbourne, Australia",
title = "Analytical Determination of the Dynamic Temperature Field of a Steel Sample  Exposed to Intense Heating by Applying a Line-Heat-Source",
pages = "620-613",
url = "https://hdl.handle.net/21.15107/rcub_machinery_5556"
}

Milošević-Mitić, V., Anđelić, N., Milović, L.,& Maneski, T.. (2019). Analytical Determination of the Dynamic Temperature Field of a Steel Sample  Exposed to Intense Heating by Applying a Line-Heat-Source. in Proceedings of the 13th International Conference on the Mechanical Behaviour of Materials (ICM 13), Melbourne, Australia, 613-620.
https://hdl.handle.net/21.15107/rcub_machinery_5556

Milošević-Mitić V, Anđelić N, Milović L, Maneski T. Analytical Determination of the Dynamic Temperature Field of a Steel Sample  Exposed to Intense Heating by Applying a Line-Heat-Source. in Proceedings of the 13th International Conference on the Mechanical Behaviour of Materials (ICM 13), Melbourne, Australia. 2019;:613-620.
https://hdl.handle.net/21.15107/rcub_machinery_5556 .

Milošević-Mitić, Vesna, Anđelić, Nina, Milović, Ljubica, Maneski, Taško, "Analytical Determination of the Dynamic Temperature Field of a Steel Sample  Exposed to Intense Heating by Applying a Line-Heat-Source" in Proceedings of the 13th International Conference on the Mechanical Behaviour of Materials (ICM 13), Melbourne, Australia (2019):613-620,
https://hdl.handle.net/21.15107/rcub_machinery_5556 .

TY  - JOUR
AU  - Durdević, Đorđe
AU  - Anđelić, Nina
AU  - Milošević-Mitić, Vesna
AU  - Maneski, Taško
AU  - Rakin, Marko
AU  - Đurđević, Andrijana
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3221
AB  - The purpose of this work is to present analytical and numerical determination of equivalent stress and deformation of open section thin-walled U and Z cantilever beams loaded with torsion. This work can be divided into two parts. In the first part of this paper, equivalent stress and deformation are obtained by analytical calculation for encastered model over the whole cross section. In the second part, the finite element method is applied for four different encastered models and the obtained results are compared with the analytical calculation.
PB  - Institut za ispitivanje materijala, Beograd
T2  - Structural Integrity and Life
T1  - Influence of encastering on thin-walled cantilever beams with u and z profiles on the magnitude of equivalent stress and deformation
EP  - 254
IS  - 3
SP  - 251
VL  - 19
UR  - https://hdl.handle.net/21.15107/rcub_technorep_4196
ER  - 

@article{
author = "Durdević, Đorđe and Anđelić, Nina and Milošević-Mitić, Vesna and Maneski, Taško and Rakin, Marko and Đurđević, Andrijana",
year = "2019",
abstract = "The purpose of this work is to present analytical and numerical determination of equivalent stress and deformation of open section thin-walled U and Z cantilever beams loaded with torsion. This work can be divided into two parts. In the first part of this paper, equivalent stress and deformation are obtained by analytical calculation for encastered model over the whole cross section. In the second part, the finite element method is applied for four different encastered models and the obtained results are compared with the analytical calculation.",
publisher = "Institut za ispitivanje materijala, Beograd",
journal = "Structural Integrity and Life",
title = "Influence of encastering on thin-walled cantilever beams with u and z profiles on the magnitude of equivalent stress and deformation",
pages = "254-251",
number = "3",
volume = "19",
url = "https://hdl.handle.net/21.15107/rcub_technorep_4196"
}

Durdević, Đ., Anđelić, N., Milošević-Mitić, V., Maneski, T., Rakin, M.,& Đurđević, A.. (2019). Influence of encastering on thin-walled cantilever beams with u and z profiles on the magnitude of equivalent stress and deformation. in Structural Integrity and Life
Institut za ispitivanje materijala, Beograd., 19(3), 251-254.
https://hdl.handle.net/21.15107/rcub_technorep_4196

Durdević Đ, Anđelić N, Milošević-Mitić V, Maneski T, Rakin M, Đurđević A. Influence of encastering on thin-walled cantilever beams with u and z profiles on the magnitude of equivalent stress and deformation. in Structural Integrity and Life. 2019;19(3):251-254.
https://hdl.handle.net/21.15107/rcub_technorep_4196 .

Durdević, Đorđe, Anđelić, Nina, Milošević-Mitić, Vesna, Maneski, Taško, Rakin, Marko, Đurđević, Andrijana, "Influence of encastering on thin-walled cantilever beams with u and z profiles on the magnitude of equivalent stress and deformation" in Structural Integrity and Life, 19, no. 3 (2019):251-254,
https://hdl.handle.net/21.15107/rcub_technorep_4196 .

TY  - JOUR
AU  - Durdević, Đorđe
AU  - Anđelić, Nina
AU  - Maneski, Taško
AU  - Milošević-Mitić, Vesna
AU  - Đurđević, Andrijana
AU  - Konjatić, Pejo
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3113
AB  - The present paper describes numerical and experimental methodology for the analysis of stress and deformation state in structural elements with geometrical discontinuities. The research is based on structural elements of the connecting lug type. The stress and deformation state was determined as the contact area size between the axle and the connecting lug was changing. Numerical analysis was conducted by applying the finite element method in a ''KOMIPS'' software package. Experiments were performed at the Laboratory for stress and deformation measurements, Faculty of Mechanical Engineering, University of Belgrade, using ''GOM'' equipment and ''ARAMIS'' software application (DIC). This paper demonstrates how it is possible to anticipate the results by applying FEM. A short review of current research in the field of structural elements with geometrical discontinuities is given within the framework of the paper.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Numerical-Experimental Determination of Stress and Deformation State in Connecting Lugs with the Effect of Contact Area Size
EP  - 384
IS  - 2
SP  - 380
VL  - 26
DO  - 10.17559/TV-20180122105145
ER  - 

@article{
author = "Durdević, Đorđe and Anđelić, Nina and Maneski, Taško and Milošević-Mitić, Vesna and Đurđević, Andrijana and Konjatić, Pejo",
year = "2019",
abstract = "The present paper describes numerical and experimental methodology for the analysis of stress and deformation state in structural elements with geometrical discontinuities. The research is based on structural elements of the connecting lug type. The stress and deformation state was determined as the contact area size between the axle and the connecting lug was changing. Numerical analysis was conducted by applying the finite element method in a ''KOMIPS'' software package. Experiments were performed at the Laboratory for stress and deformation measurements, Faculty of Mechanical Engineering, University of Belgrade, using ''GOM'' equipment and ''ARAMIS'' software application (DIC). This paper demonstrates how it is possible to anticipate the results by applying FEM. A short review of current research in the field of structural elements with geometrical discontinuities is given within the framework of the paper.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Numerical-Experimental Determination of Stress and Deformation State in Connecting Lugs with the Effect of Contact Area Size",
pages = "384-380",
number = "2",
volume = "26",
doi = "10.17559/TV-20180122105145"
}

Durdević, Đ., Anđelić, N., Maneski, T., Milošević-Mitić, V., Đurđević, A.,& Konjatić, P.. (2019). Numerical-Experimental Determination of Stress and Deformation State in Connecting Lugs with the Effect of Contact Area Size. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 26(2), 380-384.
https://doi.org/10.17559/TV-20180122105145

Durdević Đ, Anđelić N, Maneski T, Milošević-Mitić V, Đurđević A, Konjatić P. Numerical-Experimental Determination of Stress and Deformation State in Connecting Lugs with the Effect of Contact Area Size. in Tehnički vjesnik. 2019;26(2):380-384.
doi:10.17559/TV-20180122105145 .

Durdević, Đorđe, Anđelić, Nina, Maneski, Taško, Milošević-Mitić, Vesna, Đurđević, Andrijana, Konjatić, Pejo, "Numerical-Experimental Determination of Stress and Deformation State in Connecting Lugs with the Effect of Contact Area Size" in Tehnički vjesnik, 26, no. 2 (2019):380-384,
https://doi.org/10.17559/TV-20180122105145 . .

TY  - JOUR
AU  - Momčilović, Nikola
AU  - Motok, Milorad
AU  - Maneski, Taško
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3234
AB  - Koncentracija napona u uglu kvadratnog otvora u ploči je poznata činjenica. Najčešće se uzima da je najveća koncentracija napona u samom temenu ugla (na ugaonoj koordinati od 45 stepeni u slučaju kvadratnog otvora). Rigoroznije analize, ipak, prikazuju da ovo baš nije najtačnije. Iako maksimalni napon nikada "ne napušta" ugao, u nekim proračunima koncentracije napona, ozbiljnije analize ovog fenomena dobijaju na značaju. U ovom radu prikazani su i poređeni rezultati analitičke, numeričke i eksperimentalne analize tačne pozicije koncentracije napona u uglu otvora, u slučaju ploče pri istezanju.
AB  - Development of stress concentration in the corner zone of rectangular plate opening is a well-known fact. It is usually literally taken that the largest stress concentration factor (SCF) occurs exactly in the corner (at angle coordinate of 45 degrees in case of square opening). More rigorous analyses, however, reveal that this is not perfectly true. Although maximum stress never really "leaves the corner", for some hot-spot analyses, more scrupulous investigation of this phenomenon has significance. In this paper, results of some analytical, numerical and experimental investigations of this topic, for plate in tension, are presented and compared.
PB  - Univerzitet u Beogradu - Mašinski fakultet, Beograd
T2  - FME Transactions
T1  - Tačka najvećeg napona na konturi kvadratnog otvora u ploči
T1  - Hot spot along corner curvature of rectangular plate opening
EP  - 850
IS  - 4
SP  - 846
VL  - 47
DO  - 10.5937/fmet1904846M
ER  - 

@article{
author = "Momčilović, Nikola and Motok, Milorad and Maneski, Taško",
year = "2019",
abstract = "Koncentracija napona u uglu kvadratnog otvora u ploči je poznata činjenica. Najčešće se uzima da je najveća koncentracija napona u samom temenu ugla (na ugaonoj koordinati od 45 stepeni u slučaju kvadratnog otvora). Rigoroznije analize, ipak, prikazuju da ovo baš nije najtačnije. Iako maksimalni napon nikada "ne napušta" ugao, u nekim proračunima koncentracije napona, ozbiljnije analize ovog fenomena dobijaju na značaju. U ovom radu prikazani su i poređeni rezultati analitičke, numeričke i eksperimentalne analize tačne pozicije koncentracije napona u uglu otvora, u slučaju ploče pri istezanju., Development of stress concentration in the corner zone of rectangular plate opening is a well-known fact. It is usually literally taken that the largest stress concentration factor (SCF) occurs exactly in the corner (at angle coordinate of 45 degrees in case of square opening). More rigorous analyses, however, reveal that this is not perfectly true. Although maximum stress never really "leaves the corner", for some hot-spot analyses, more scrupulous investigation of this phenomenon has significance. In this paper, results of some analytical, numerical and experimental investigations of this topic, for plate in tension, are presented and compared.",
publisher = "Univerzitet u Beogradu - Mašinski fakultet, Beograd",
journal = "FME Transactions",
title = "Tačka najvećeg napona na konturi kvadratnog otvora u ploči, Hot spot along corner curvature of rectangular plate opening",
pages = "850-846",
number = "4",
volume = "47",
doi = "10.5937/fmet1904846M"
}

Momčilović, N., Motok, M.,& Maneski, T.. (2019). Tačka najvećeg napona na konturi kvadratnog otvora u ploči. in FME Transactions
Univerzitet u Beogradu - Mašinski fakultet, Beograd., 47(4), 846-850.
https://doi.org/10.5937/fmet1904846M

Momčilović N, Motok M, Maneski T. Tačka najvećeg napona na konturi kvadratnog otvora u ploči. in FME Transactions. 2019;47(4):846-850.
doi:10.5937/fmet1904846M .

Momčilović, Nikola, Motok, Milorad, Maneski, Taško, "Tačka najvećeg napona na konturi kvadratnog otvora u ploči" in FME Transactions, 47, no. 4 (2019):846-850,
https://doi.org/10.5937/fmet1904846M . .

TY  - CHAP
AU  - Jovančić, Predrag
AU  - Ignjatović, Dragan
AU  - Maneski, Taško
AU  - Novaković, D.
AU  - Slavković, Č.
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3223
AB  - This paper provides most significant analytical considerations of the project related to revitalization and modernization of bucket wheel excavator SRs2000 + VR. In other words, the application of appropriate technical measures in the framework of revitalization, must provide sufficient time, safe and economical work during operation at the surface mine. Main issues in the revitalization of the bucket wheel excavator are aimed at the new operating wheel unit, new bucket wheel, buckets and teeth. Computer modelling supports diagnostic procedures.
PB  - Pleiades journals
T2  - Lecture Notes in Mechanical Engineering
T1  - Diagnostic procedure of bucket wheel and boom computer modeling – A case study revitalization bucket wheel and drive of BWE SRs2000
EP  - 318
SP  - 310
DO  - 10.1007/978-3-030-04975-1_36
ER  - 

@inbook{
author = "Jovančić, Predrag and Ignjatović, Dragan and Maneski, Taško and Novaković, D. and Slavković, Č.",
year = "2019",
abstract = "This paper provides most significant analytical considerations of the project related to revitalization and modernization of bucket wheel excavator SRs2000 + VR. In other words, the application of appropriate technical measures in the framework of revitalization, must provide sufficient time, safe and economical work during operation at the surface mine. Main issues in the revitalization of the bucket wheel excavator are aimed at the new operating wheel unit, new bucket wheel, buckets and teeth. Computer modelling supports diagnostic procedures.",
publisher = "Pleiades journals",
journal = "Lecture Notes in Mechanical Engineering",
booktitle = "Diagnostic procedure of bucket wheel and boom computer modeling – A case study revitalization bucket wheel and drive of BWE SRs2000",
pages = "318-310",
doi = "10.1007/978-3-030-04975-1_36"
}

Jovančić, P., Ignjatović, D., Maneski, T., Novaković, D.,& Slavković, Č.. (2019). Diagnostic procedure of bucket wheel and boom computer modeling – A case study revitalization bucket wheel and drive of BWE SRs2000. in Lecture Notes in Mechanical Engineering
Pleiades journals., 310-318.
https://doi.org/10.1007/978-3-030-04975-1_36

Jovančić P, Ignjatović D, Maneski T, Novaković D, Slavković Č. Diagnostic procedure of bucket wheel and boom computer modeling – A case study revitalization bucket wheel and drive of BWE SRs2000. in Lecture Notes in Mechanical Engineering. 2019;:310-318.
doi:10.1007/978-3-030-04975-1_36 .

Jovančić, Predrag, Ignjatović, Dragan, Maneski, Taško, Novaković, D., Slavković, Č., "Diagnostic procedure of bucket wheel and boom computer modeling – A case study revitalization bucket wheel and drive of BWE SRs2000" in Lecture Notes in Mechanical Engineering (2019):310-318,
https://doi.org/10.1007/978-3-030-04975-1_36 . .

TY  - CONF
AU  - Petrović, Ana
AU  - Maneski, Taško
AU  - Ignjatović, Dragan
AU  - Trišović, Nataša
AU  - Grozdanović, Ines
AU  - Li, Wei
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2853
AB  - The possibilities of testing real constructions strength are often limited, especially in case of large constructions. Testing on the model, instead of the actual construction, results in a great saving of money and time. Sub -scaled model of the construction of the substructure, the slewing platform and the lower part of the pylons of the bucket wheel excavator SchRs630 is made. Numerical calculations (using Finite Element Method) and experimental testing of the model were performed. Experimental testing is performed using classical strain gauge method and Digital Image Correlation Method (Aramis system). Once again, advantages of Digital Image Correlation method compared to classical measurement methods are confirmed. The negative impact of conventional manufacturing methods in some zones is noticed.
PB  - Elsevier Science Bv, Amsterdam
C3  - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
T1  - Model analysis of complex structures - advantages of physical sub-scaled model testing and shortcomings in physical model production
EP  - 460
SP  - 456
VL  - 13
DO  - 10.1016/j.prostr.2018.12.076
ER  - 

@conference{
author = "Petrović, Ana and Maneski, Taško and Ignjatović, Dragan and Trišović, Nataša and Grozdanović, Ines and Li, Wei",
year = "2018",
abstract = "The possibilities of testing real constructions strength are often limited, especially in case of large constructions. Testing on the model, instead of the actual construction, results in a great saving of money and time. Sub -scaled model of the construction of the substructure, the slewing platform and the lower part of the pylons of the bucket wheel excavator SchRs630 is made. Numerical calculations (using Finite Element Method) and experimental testing of the model were performed. Experimental testing is performed using classical strain gauge method and Digital Image Correlation Method (Aramis system). Once again, advantages of Digital Image Correlation method compared to classical measurement methods are confirmed. The negative impact of conventional manufacturing methods in some zones is noticed.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity",
title = "Model analysis of complex structures - advantages of physical sub-scaled model testing and shortcomings in physical model production",
pages = "460-456",
volume = "13",
doi = "10.1016/j.prostr.2018.12.076"
}

Petrović, A., Maneski, T., Ignjatović, D., Trišović, N., Grozdanović, I.,& Li, W.. (2018). Model analysis of complex structures - advantages of physical sub-scaled model testing and shortcomings in physical model production. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
Elsevier Science Bv, Amsterdam., 13, 456-460.
https://doi.org/10.1016/j.prostr.2018.12.076

Petrović A, Maneski T, Ignjatović D, Trišović N, Grozdanović I, Li W. Model analysis of complex structures - advantages of physical sub-scaled model testing and shortcomings in physical model production. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:456-460.
doi:10.1016/j.prostr.2018.12.076 .

Petrović, Ana, Maneski, Taško, Ignjatović, Dragan, Trišović, Nataša, Grozdanović, Ines, Li, Wei, "Model analysis of complex structures - advantages of physical sub-scaled model testing and shortcomings in physical model production" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):456-460,
https://doi.org/10.1016/j.prostr.2018.12.076 . .

TY  - CONF
AU  - Durdević, Đorđe
AU  - Anđelić, Nina
AU  - Maneski, Taško
AU  - Milošević-Mitić, Vesna
AU  - Petrović, Ana
AU  - Đurđević, Andrijana
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2811
AB  - The present paper describes numerical and experimental methodology and development of the model for stress and deformation state analysis of the connecting lug of container terminals. Numerical analysis was conducted by applying the finite element method in a "KOMI'S" software package. Experiments were performed at the Laboratory for stress and deformation measurements, Faculty of Mechanical Engineering, Belgrade University, using "GOM" equipment and "ARAMS" software application. This paper demonstrates how it is possible to anticipate the results by applying FEM. This paper will present how experimental results can be predicted using the finite element method. The paper presents an overview of the existing research and review of previous results achieved in this field. Container terminal used to supply electrical energy and management system of conveyor belts that are used in the exploitation of the mining basins. Stress and deformation state analysis of the connecting lugs is carried out at the loading of the container.
PB  - Elsevier Science Bv, Amsterdam
C3  - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
T1  - Development of numerical-experimental model of connecting lugs and application on the lugs calculation of container terminals
EP  - 1681
SP  - 1676
VL  - 13
DO  - 10.1016/j.prostr.2018.12.350
ER  - 

@conference{
author = "Durdević, Đorđe and Anđelić, Nina and Maneski, Taško and Milošević-Mitić, Vesna and Petrović, Ana and Đurđević, Andrijana",
year = "2018",
abstract = "The present paper describes numerical and experimental methodology and development of the model for stress and deformation state analysis of the connecting lug of container terminals. Numerical analysis was conducted by applying the finite element method in a "KOMI'S" software package. Experiments were performed at the Laboratory for stress and deformation measurements, Faculty of Mechanical Engineering, Belgrade University, using "GOM" equipment and "ARAMS" software application. This paper demonstrates how it is possible to anticipate the results by applying FEM. This paper will present how experimental results can be predicted using the finite element method. The paper presents an overview of the existing research and review of previous results achieved in this field. Container terminal used to supply electrical energy and management system of conveyor belts that are used in the exploitation of the mining basins. Stress and deformation state analysis of the connecting lugs is carried out at the loading of the container.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity",
title = "Development of numerical-experimental model of connecting lugs and application on the lugs calculation of container terminals",
pages = "1681-1676",
volume = "13",
doi = "10.1016/j.prostr.2018.12.350"
}

Durdević, Đ., Anđelić, N., Maneski, T., Milošević-Mitić, V., Petrović, A.,& Đurđević, A.. (2018). Development of numerical-experimental model of connecting lugs and application on the lugs calculation of container terminals. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
Elsevier Science Bv, Amsterdam., 13, 1676-1681.
https://doi.org/10.1016/j.prostr.2018.12.350

Durdević Đ, Anđelić N, Maneski T, Milošević-Mitić V, Petrović A, Đurđević A. Development of numerical-experimental model of connecting lugs and application on the lugs calculation of container terminals. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:1676-1681.
doi:10.1016/j.prostr.2018.12.350 .

Durdević, Đorđe, Anđelić, Nina, Maneski, Taško, Milošević-Mitić, Vesna, Petrović, Ana, Đurđević, Andrijana, "Development of numerical-experimental model of connecting lugs and application on the lugs calculation of container terminals" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):1676-1681,
https://doi.org/10.1016/j.prostr.2018.12.350 . .

TY  - JOUR
AU  - Maneski, Taško
AU  - Bajić, Darko
AU  - Momčilović, Nikola
AU  - Milošević-Mitić, Vesna
AU  - Balać, Martina
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2795
AB  - Složenost geometrije posuda pod pritiskom obično predstavlja uzrok pojave koncentracije napona i deformacija. Savremeni pristup analize stanja napona i deformacija uključuje numerička i eksperimentalna ispitivanja. Svako eksperimentalno testiranje na realnoj konstrukciji može ugroziti samu konstrukciju. Stoga, pravljenje modela neke konstrukcije ima velike prednosti. Umanjeni model račve A6 trećeg cevovoda na HE Perućica, Nikšić je izrađen kako bi bio podvrgnut detaljnom eksperimentalnom testiranju. Cilj je bio da se odredi vrednost unutrašnjeg pritiska koji dovodi do plastične deformacije na modelu račve i da se ovi rezultati koriste za određivanje pritiska koji će stvarnu konstrukciju dovesti do plastičnog deformisanja bez ikakvih merenja na samoj konstrukciji. Eksperimentalna merenja su sprovedena metodom mernih traka. Merne trake su pozicionirane na kritične zone. Numerički model i rezultati dobijeni metodom konačnih elemenata (FEM) potvrđeni su eksperimentalnim rezultatima (u oblasti elastičnosti). Nakon verifikacije u elastičnoj oblasti, povećanjem pritiska, eksperimentalno određena je kritična vrednost unutrašnjeg pritiska koji je izazvao plastičnu deformaciju modela račve. Na osnovu ponašanja modela račve i nakon određivanja odnosa između modela i stvarne konstrukcije, procenjuje se maksimalna izračunata vrednost unutrašnjeg pritiska na koju se realna konstrukcija može izložiti. Pored toga, slabe tačke na konstrukciji su potvrđene dobijanjem istih rezultata kroz eksperiment i proračun, što daje dobre smernice za praćenje ove konstrukcije tokom eksploatacije, s obzirom na to da je ovakvom analizom moguće smanjiti broj mernih mesta za praćenje (u smislu da se kontrolišu tačno ona merna mesta koja su se pokazala kao najkritičnija).
AB  - Complexity of pressure vessels geometry usually causes stress and strain concentrations. Modern approach of stress and strain analysis involves numerical and experimental testing. Every experimental testing on the construction could endanger construction itself. Therefore, making a model of the construction has great benefits. Sub-sized model of the pipe branch of A6 third pipeline at Hydropower Plant Perućica, Nikšić was made in order to be subjected to a detailed experimental testing. The aim was to determine internal pressure value causing pipe branch model to plastically deform, and, to use these results for determining pressure causing real structure to plastically deform, without any measurements on the structure itself. Experimental measurements were carried out using strain gauge method. Strain gauges are positioned in critical zones. Numerical pipe branch model and results obtained by using finite element method (FEM) was verified with experimental results (in elasticity area). After verification in elastic area, experimentally by increasing pressure value, critical internal pressure causing plastic deformation of pipe branch model was determined. Based on the pipe branch model behaviour, and after determination of relation between the model and the real structure, maximum calculated internal pressure value to which the structure may be subjected in exploitation is assessed. Besides, weak spots on the structure were verified by obtaining the same results through experiment and calculation, which gives good guidelines for monitoring of this structure during usage, since it is possible, by using this analysis, to decrease the number of measurement locations for monitoring (in order to control exactly those measurement locations, which proved to be the most endangered).
PB  - Univerzitet u Beogradu - Mašinski fakultet, Beograd
T2  - FME Transactions
T1  - Određivanje vrednosti unutrašnjeg pritiska koji će dovesti do plastične deformacije na modelu račve
T1  - Determination of internal pressure value causing pipe branch model to plastically deform
EP  - 223
IS  - 2
SP  - 218
VL  - 46
DO  - 10.5937/fmet1802218M
ER  - 

@article{
author = "Maneski, Taško and Bajić, Darko and Momčilović, Nikola and Milošević-Mitić, Vesna and Balać, Martina",
year = "2018",
abstract = "Složenost geometrije posuda pod pritiskom obično predstavlja uzrok pojave koncentracije napona i deformacija. Savremeni pristup analize stanja napona i deformacija uključuje numerička i eksperimentalna ispitivanja. Svako eksperimentalno testiranje na realnoj konstrukciji može ugroziti samu konstrukciju. Stoga, pravljenje modela neke konstrukcije ima velike prednosti. Umanjeni model račve A6 trećeg cevovoda na HE Perućica, Nikšić je izrađen kako bi bio podvrgnut detaljnom eksperimentalnom testiranju. Cilj je bio da se odredi vrednost unutrašnjeg pritiska koji dovodi do plastične deformacije na modelu račve i da se ovi rezultati koriste za određivanje pritiska koji će stvarnu konstrukciju dovesti do plastičnog deformisanja bez ikakvih merenja na samoj konstrukciji. Eksperimentalna merenja su sprovedena metodom mernih traka. Merne trake su pozicionirane na kritične zone. Numerički model i rezultati dobijeni metodom konačnih elemenata (FEM) potvrđeni su eksperimentalnim rezultatima (u oblasti elastičnosti). Nakon verifikacije u elastičnoj oblasti, povećanjem pritiska, eksperimentalno određena je kritična vrednost unutrašnjeg pritiska koji je izazvao plastičnu deformaciju modela račve. Na osnovu ponašanja modela račve i nakon određivanja odnosa između modela i stvarne konstrukcije, procenjuje se maksimalna izračunata vrednost unutrašnjeg pritiska na koju se realna konstrukcija može izložiti. Pored toga, slabe tačke na konstrukciji su potvrđene dobijanjem istih rezultata kroz eksperiment i proračun, što daje dobre smernice za praćenje ove konstrukcije tokom eksploatacije, s obzirom na to da je ovakvom analizom moguće smanjiti broj mernih mesta za praćenje (u smislu da se kontrolišu tačno ona merna mesta koja su se pokazala kao najkritičnija)., Complexity of pressure vessels geometry usually causes stress and strain concentrations. Modern approach of stress and strain analysis involves numerical and experimental testing. Every experimental testing on the construction could endanger construction itself. Therefore, making a model of the construction has great benefits. Sub-sized model of the pipe branch of A6 third pipeline at Hydropower Plant Perućica, Nikšić was made in order to be subjected to a detailed experimental testing. The aim was to determine internal pressure value causing pipe branch model to plastically deform, and, to use these results for determining pressure causing real structure to plastically deform, without any measurements on the structure itself. Experimental measurements were carried out using strain gauge method. Strain gauges are positioned in critical zones. Numerical pipe branch model and results obtained by using finite element method (FEM) was verified with experimental results (in elasticity area). After verification in elastic area, experimentally by increasing pressure value, critical internal pressure causing plastic deformation of pipe branch model was determined. Based on the pipe branch model behaviour, and after determination of relation between the model and the real structure, maximum calculated internal pressure value to which the structure may be subjected in exploitation is assessed. Besides, weak spots on the structure were verified by obtaining the same results through experiment and calculation, which gives good guidelines for monitoring of this structure during usage, since it is possible, by using this analysis, to decrease the number of measurement locations for monitoring (in order to control exactly those measurement locations, which proved to be the most endangered).",
publisher = "Univerzitet u Beogradu - Mašinski fakultet, Beograd",
journal = "FME Transactions",
title = "Određivanje vrednosti unutrašnjeg pritiska koji će dovesti do plastične deformacije na modelu račve, Determination of internal pressure value causing pipe branch model to plastically deform",
pages = "223-218",
number = "2",
volume = "46",
doi = "10.5937/fmet1802218M"
}

Maneski, T., Bajić, D., Momčilović, N., Milošević-Mitić, V.,& Balać, M.. (2018). Određivanje vrednosti unutrašnjeg pritiska koji će dovesti do plastične deformacije na modelu račve. in FME Transactions
Univerzitet u Beogradu - Mašinski fakultet, Beograd., 46(2), 218-223.
https://doi.org/10.5937/fmet1802218M

Maneski T, Bajić D, Momčilović N, Milošević-Mitić V, Balać M. Određivanje vrednosti unutrašnjeg pritiska koji će dovesti do plastične deformacije na modelu račve. in FME Transactions. 2018;46(2):218-223.
doi:10.5937/fmet1802218M .

Maneski, Taško, Bajić, Darko, Momčilović, Nikola, Milošević-Mitić, Vesna, Balać, Martina, "Određivanje vrednosti unutrašnjeg pritiska koji će dovesti do plastične deformacije na modelu račve" in FME Transactions, 46, no. 2 (2018):218-223,
https://doi.org/10.5937/fmet1802218M . .

TY  - JOUR
AU  - Petrović, Ana
AU  - Maneski, Taško
AU  - Trišović, Nataša
AU  - Ignjatović, Dragan
AU  - Dunjić, Momčilo
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2935
AB  - A crack occurred on gusset plate of pylon vertical truss of bucket wheel excavator (BWE) SchRs630. Numerical calculation model of pylons, slewing platform and undercarriage was formed. Calculations are done using finite element method (FEM) for different load cases. It was determined that the inertial forces caused by bucket wheel boom and counterweight boom masses while breaking slew drive cause the stress concentration in this spot. To complete the whole picture of the structure behaviour dynamic analysis was performed. Based on calculation and distribution of potential and kinetic energy on oscillation modes, using the reanalysis method, redesign of this part of the structure was proposed. The stress was reduced by over 20 % by the proposed redesign solution.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Identification of Crack Initiation Cause in Pylons Construction of the Excavator SchRs630
EP  - 491
IS  - 2
SP  - 486
VL  - 25
DO  - 10.17559/TV-20160919123405
ER  - 

@article{
author = "Petrović, Ana and Maneski, Taško and Trišović, Nataša and Ignjatović, Dragan and Dunjić, Momčilo",
year = "2018",
abstract = "A crack occurred on gusset plate of pylon vertical truss of bucket wheel excavator (BWE) SchRs630. Numerical calculation model of pylons, slewing platform and undercarriage was formed. Calculations are done using finite element method (FEM) for different load cases. It was determined that the inertial forces caused by bucket wheel boom and counterweight boom masses while breaking slew drive cause the stress concentration in this spot. To complete the whole picture of the structure behaviour dynamic analysis was performed. Based on calculation and distribution of potential and kinetic energy on oscillation modes, using the reanalysis method, redesign of this part of the structure was proposed. The stress was reduced by over 20 % by the proposed redesign solution.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Identification of Crack Initiation Cause in Pylons Construction of the Excavator SchRs630",
pages = "491-486",
number = "2",
volume = "25",
doi = "10.17559/TV-20160919123405"
}

Petrović, A., Maneski, T., Trišović, N., Ignjatović, D.,& Dunjić, M.. (2018). Identification of Crack Initiation Cause in Pylons Construction of the Excavator SchRs630. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 25(2), 486-491.
https://doi.org/10.17559/TV-20160919123405

Petrović A, Maneski T, Trišović N, Ignjatović D, Dunjić M. Identification of Crack Initiation Cause in Pylons Construction of the Excavator SchRs630. in Tehnički vjesnik. 2018;25(2):486-491.
doi:10.17559/TV-20160919123405 .

Petrović, Ana, Maneski, Taško, Trišović, Nataša, Ignjatović, Dragan, Dunjić, Momčilo, "Identification of Crack Initiation Cause in Pylons Construction of the Excavator SchRs630" in Tehnički vjesnik, 25, no. 2 (2018):486-491,
https://doi.org/10.17559/TV-20160919123405 . .

TY  - CONF
AU  - Jovanović, M.
AU  - Radoičić, G.N.
AU  - Milić, P.D.
AU  - Maneski, Taško
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2990
AB  - Based on experience from the testing of the mining stacker in the copper mine in Bor, a practical procedure of frequency simulation of the enforced vibration of the structure was demonstrated. Modelling of the excitation was performed by the harmonic function of the eccentric mass of the belt conveyor drive. The paper shows how the drive frequency excitation affects the amplitude of vibration of the supporting structure. From this, the idea is presented - an algorithm for software that would allow for keeping the dynamic properties of the members of the structure within controlled range. An experiment for accelerating the structure and its FFT analysis in the frequency domain was performed. Dynamic modelling of the structure allows obtaining the objectivised concept of the measurement system for monitoring based on the given level of dynamic sensitivity of the parts of the structure.
PB  - Institute of Physics Publishing
C3  - IOP Conference Series: Materials Science and Engineering
T1  - With frequency simulation to design the monitoring of frame structures
IS  - 1
VL  - 393
DO  - 10.1088/1757-899X/393/1/012039
ER  - 

@conference{
author = "Jovanović, M. and Radoičić, G.N. and Milić, P.D. and Maneski, Taško",
year = "2018",
abstract = "Based on experience from the testing of the mining stacker in the copper mine in Bor, a practical procedure of frequency simulation of the enforced vibration of the structure was demonstrated. Modelling of the excitation was performed by the harmonic function of the eccentric mass of the belt conveyor drive. The paper shows how the drive frequency excitation affects the amplitude of vibration of the supporting structure. From this, the idea is presented - an algorithm for software that would allow for keeping the dynamic properties of the members of the structure within controlled range. An experiment for accelerating the structure and its FFT analysis in the frequency domain was performed. Dynamic modelling of the structure allows obtaining the objectivised concept of the measurement system for monitoring based on the given level of dynamic sensitivity of the parts of the structure.",
publisher = "Institute of Physics Publishing",
journal = "IOP Conference Series: Materials Science and Engineering",
title = "With frequency simulation to design the monitoring of frame structures",
number = "1",
volume = "393",
doi = "10.1088/1757-899X/393/1/012039"
}

Jovanović, M., Radoičić, G.N., Milić, P.D.,& Maneski, T.. (2018). With frequency simulation to design the monitoring of frame structures. in IOP Conference Series: Materials Science and Engineering
Institute of Physics Publishing., 393(1).
https://doi.org/10.1088/1757-899X/393/1/012039

Jovanović M, Radoičić G, Milić P, Maneski T. With frequency simulation to design the monitoring of frame structures. in IOP Conference Series: Materials Science and Engineering. 2018;393(1).
doi:10.1088/1757-899X/393/1/012039 .

Jovanović, M., Radoičić, G.N., Milić, P.D., Maneski, Taško, "With frequency simulation to design the monitoring of frame structures" in IOP Conference Series: Materials Science and Engineering, 393, no. 1 (2018),
https://doi.org/10.1088/1757-899X/393/1/012039 . .

TY  - JOUR
AU  - Djurdjević, Đorđe
AU  - Maneski, Taško
AU  - Milošević-Mitić, Vesna
AU  - Anđelić, Nina
AU  - Ignjatović, Dragan
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2894
AB  - Bucket wheel excavator ERs 1250 has been in operation for over 30 years in the Grae'anica-Gacko mining basin. It is operating in very hard working conditions due to exploiting very solid material, which has adverse effects on the behavior of the whole structure. Bucket wheel excavator boom is a single tube approximately 20 m long. The crack was detected in a cylindrical root of the boom tube at nearly 270 degrees of its circumference. Finite element method was applied in calculations and the first calculation was performed for the complete usage of engine power (the least favorable case), but it didn't indicate the possibility of crack occurrence. Based on exploitation measurements of stress and accelerations, additional simulations of loading were performed (horizontal and vertical unit loads) that could cause the crack. Numerical analysis has shown that the horizontal force causes the initial crack. Measurements and realized loading cycles indicated that the effect of material fatigue is extremely strong. That is why the fatigue is the cause of a considerable crack increase. Based on numerical investigation of the failure, rehabilitation and reparation of the wheel boom were done in the manner as presented in the paper. So, bucket wheel excavator has been operating successfully for a number of years.
PB  - Pergamon-Elsevier Science Ltd, Oxford
T2  - Engineering Failure Analysis
T1  - Failure investigation and reparation of a crack on the boom of the bucket wheel excavator ERS 1250 Gacko
EP  - 316
SP  - 301
VL  - 92
DO  - 10.1016/j.engfailanal.2018.05.015
ER  - 

@article{
author = "Djurdjević, Đorđe and Maneski, Taško and Milošević-Mitić, Vesna and Anđelić, Nina and Ignjatović, Dragan",
year = "2018",
abstract = "Bucket wheel excavator ERs 1250 has been in operation for over 30 years in the Grae'anica-Gacko mining basin. It is operating in very hard working conditions due to exploiting very solid material, which has adverse effects on the behavior of the whole structure. Bucket wheel excavator boom is a single tube approximately 20 m long. The crack was detected in a cylindrical root of the boom tube at nearly 270 degrees of its circumference. Finite element method was applied in calculations and the first calculation was performed for the complete usage of engine power (the least favorable case), but it didn't indicate the possibility of crack occurrence. Based on exploitation measurements of stress and accelerations, additional simulations of loading were performed (horizontal and vertical unit loads) that could cause the crack. Numerical analysis has shown that the horizontal force causes the initial crack. Measurements and realized loading cycles indicated that the effect of material fatigue is extremely strong. That is why the fatigue is the cause of a considerable crack increase. Based on numerical investigation of the failure, rehabilitation and reparation of the wheel boom were done in the manner as presented in the paper. So, bucket wheel excavator has been operating successfully for a number of years.",
publisher = "Pergamon-Elsevier Science Ltd, Oxford",
journal = "Engineering Failure Analysis",
title = "Failure investigation and reparation of a crack on the boom of the bucket wheel excavator ERS 1250 Gacko",
pages = "316-301",
volume = "92",
doi = "10.1016/j.engfailanal.2018.05.015"
}

Djurdjević, Đ., Maneski, T., Milošević-Mitić, V., Anđelić, N.,& Ignjatović, D.. (2018). Failure investigation and reparation of a crack on the boom of the bucket wheel excavator ERS 1250 Gacko. in Engineering Failure Analysis
Pergamon-Elsevier Science Ltd, Oxford., 92, 301-316.
https://doi.org/10.1016/j.engfailanal.2018.05.015

Djurdjević Đ, Maneski T, Milošević-Mitić V, Anđelić N, Ignjatović D. Failure investigation and reparation of a crack on the boom of the bucket wheel excavator ERS 1250 Gacko. in Engineering Failure Analysis. 2018;92:301-316.
doi:10.1016/j.engfailanal.2018.05.015 .

Djurdjević, Đorđe, Maneski, Taško, Milošević-Mitić, Vesna, Anđelić, Nina, Ignjatović, Dragan, "Failure investigation and reparation of a crack on the boom of the bucket wheel excavator ERS 1250 Gacko" in Engineering Failure Analysis, 92 (2018):301-316,
https://doi.org/10.1016/j.engfailanal.2018.05.015 . .

TY  - CONF
AU  - Mitrović, Nenad
AU  - Petrović, Aleksandar
AU  - Milošević, Miloš
AU  - Momčilović, Nikola
AU  - Popović, Predrag
AU  - Maneski, Taško
PY  - 2017
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7685
AB  - Globe valves are one of the most widely used industrial fittings. Due to variety in globe valve application, different loadings occur in its working life (static, dynamic, thermal etc.), but the most dominant one is internal pressure. This paper presents the analysis of standard globe valve housing under the internal pressure using 3D Digital Image Correlation method, Finite element analysis and calculation according to EN standard. Experimental analysis was focused on determining mechanical properties of critical areas, i.e. on local areas of globe valve housing with high geometrical discontinuities. Experimental system consists of cameras for 3D displacement and strain analysis and software Aramis. Models designed using FEA are verified through the experiment, while at the same time the possibility of using Aramis system for these constructions has been proven. It is found that the predictions from the model agree well with experimental results as the result differences between two methods in the area of the highest strain values vary below 30 %, which is satisfactory for engineering application. Experimental and numerical results demonstrate that the experimental method is adequate for solving geometrically complex problems and provides an opportunity for further development and improvement for practical industrial application.
PB  - Innovation Center of Faculty of Mechanical Engineering
C3  - International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2017
T1  - 3D DIGITAL IMAGE CORRELATION STUDY OF GLOBE VALVE HOUSING SUBJECTED TO INTERNAL PRESSURE
SP  - 36
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7685
ER  - 

@conference{
author = "Mitrović, Nenad and Petrović, Aleksandar and Milošević, Miloš and Momčilović, Nikola and Popović, Predrag and Maneski, Taško",
year = "2017",
abstract = "Globe valves are one of the most widely used industrial fittings. Due to variety in globe valve application, different loadings occur in its working life (static, dynamic, thermal etc.), but the most dominant one is internal pressure. This paper presents the analysis of standard globe valve housing under the internal pressure using 3D Digital Image Correlation method, Finite element analysis and calculation according to EN standard. Experimental analysis was focused on determining mechanical properties of critical areas, i.e. on local areas of globe valve housing with high geometrical discontinuities. Experimental system consists of cameras for 3D displacement and strain analysis and software Aramis. Models designed using FEA are verified through the experiment, while at the same time the possibility of using Aramis system for these constructions has been proven. It is found that the predictions from the model agree well with experimental results as the result differences between two methods in the area of the highest strain values vary below 30 %, which is satisfactory for engineering application. Experimental and numerical results demonstrate that the experimental method is adequate for solving geometrically complex problems and provides an opportunity for further development and improvement for practical industrial application.",
publisher = "Innovation Center of Faculty of Mechanical Engineering",
journal = "International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2017",
title = "3D DIGITAL IMAGE CORRELATION STUDY OF GLOBE VALVE HOUSING SUBJECTED TO INTERNAL PRESSURE",
pages = "36",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7685"
}

Mitrović, N., Petrović, A., Milošević, M., Momčilović, N., Popović, P.,& Maneski, T.. (2017). 3D DIGITAL IMAGE CORRELATION STUDY OF GLOBE VALVE HOUSING SUBJECTED TO INTERNAL PRESSURE. in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2017
Innovation Center of Faculty of Mechanical Engineering., 36.
https://hdl.handle.net/21.15107/rcub_machinery_7685

Mitrović N, Petrović A, Milošević M, Momčilović N, Popović P, Maneski T. 3D DIGITAL IMAGE CORRELATION STUDY OF GLOBE VALVE HOUSING SUBJECTED TO INTERNAL PRESSURE. in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2017. 2017;:36.
https://hdl.handle.net/21.15107/rcub_machinery_7685 .

Mitrović, Nenad, Petrović, Aleksandar, Milošević, Miloš, Momčilović, Nikola, Popović, Predrag, Maneski, Taško, "3D DIGITAL IMAGE CORRELATION STUDY OF GLOBE VALVE HOUSING SUBJECTED TO INTERNAL PRESSURE" in International Conference of Experimental and Numerical Investigations and New Technologies CNN TECH 2017 (2017):36,
https://hdl.handle.net/21.15107/rcub_machinery_7685 .

TY  - JOUR
AU  - Toumi, Noureddine
AU  - Maneski, Taško
AU  - Aburuga, Tarek
AU  - Nestorović, Biserka
AU  - Kozak, Dražan
AU  - Beno, Pavel
PY  - 2017
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2524
AB  - The linear buckling phenomenon is obviously very important for stability of compressed supports. The determination of buckling resistance is an important characteristic of the design of steel structure. Besides, the presence of stiffeners in structural plate elements has a vital role in order to increase critical buckling load capacity. However, these stiffeners cause a redistribution in buckling behaviour in terms of local and global buckling. In this paper the transverse and longitudinal stiffeners were employed on a real beam-column structure to maximize the critical buckling loads. The objective is to find the optimum geometry of stiffeners. Based on the finite element method, a numerical model is made using the Abaqus program in order to observe the critical buckling capacity. The results showed that the local critical buckling has been significantly affected by stiffener's position in the case of transverse stiffeners, but little effect is observed on the critical local and global buckling in the case of longitudinal stiffeners.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Numerical analysis of local and global buckling of a stiffened beam-column
EP  - 1226
IS  - 4
SP  - 1221
VL  - 24
DO  - 10.17559/TV-20160118081434
ER  - 

@article{
author = "Toumi, Noureddine and Maneski, Taško and Aburuga, Tarek and Nestorović, Biserka and Kozak, Dražan and Beno, Pavel",
year = "2017",
abstract = "The linear buckling phenomenon is obviously very important for stability of compressed supports. The determination of buckling resistance is an important characteristic of the design of steel structure. Besides, the presence of stiffeners in structural plate elements has a vital role in order to increase critical buckling load capacity. However, these stiffeners cause a redistribution in buckling behaviour in terms of local and global buckling. In this paper the transverse and longitudinal stiffeners were employed on a real beam-column structure to maximize the critical buckling loads. The objective is to find the optimum geometry of stiffeners. Based on the finite element method, a numerical model is made using the Abaqus program in order to observe the critical buckling capacity. The results showed that the local critical buckling has been significantly affected by stiffener's position in the case of transverse stiffeners, but little effect is observed on the critical local and global buckling in the case of longitudinal stiffeners.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Numerical analysis of local and global buckling of a stiffened beam-column",
pages = "1226-1221",
number = "4",
volume = "24",
doi = "10.17559/TV-20160118081434"
}

Toumi, N., Maneski, T., Aburuga, T., Nestorović, B., Kozak, D.,& Beno, P.. (2017). Numerical analysis of local and global buckling of a stiffened beam-column. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 24(4), 1221-1226.
https://doi.org/10.17559/TV-20160118081434

Toumi N, Maneski T, Aburuga T, Nestorović B, Kozak D, Beno P. Numerical analysis of local and global buckling of a stiffened beam-column. in Tehnički vjesnik. 2017;24(4):1221-1226.
doi:10.17559/TV-20160118081434 .

Toumi, Noureddine, Maneski, Taško, Aburuga, Tarek, Nestorović, Biserka, Kozak, Dražan, Beno, Pavel, "Numerical analysis of local and global buckling of a stiffened beam-column" in Tehnički vjesnik, 24, no. 4 (2017):1221-1226,
https://doi.org/10.17559/TV-20160118081434 . .

TY  - JOUR
AU  - Bajić, Darko
AU  - Momčilović, Nikola
AU  - Maneski, Taško
AU  - Balać, Martina
AU  - Kozak, Dražan
AU  - Culafić, Stefan
PY  - 2017
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2521
AB  - The subject of this paper is testing of complex geometrical structures, i.e. stress analysis of a pipe branch model of A6 third pipeline at Hydropower Plant Perucica, Niksic. Analysis of pipe branch model stress distribution was carried out by using finite element method and experimental methods. Finite element method defined 3D pipe branch model. Numerical calculation defined critical locations on model, i.e. locations with the greatest stress concentration. Strain gauges were placed on identified critical locations. Measured stress values confirmed values obtained by using numerical calculation. Experimental measurements were also taken by using new digital image correlation (DIC) method. DIC method is an optical non-contact method that can provide full 3D stress field and enables better understanding of complex structures such as pipe branches. The aim of this paper was to determine stress concentration factor for the pipe branch model by using numerical and experimental analysis.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Numerical and experimental determination of stress concentration factor for a pipe branch model
EP  - 692
IS  - 3
SP  - 687
VL  - 24
DO  - 10.17559/TV-20151126222916
ER  - 

@article{
author = "Bajić, Darko and Momčilović, Nikola and Maneski, Taško and Balać, Martina and Kozak, Dražan and Culafić, Stefan",
year = "2017",
abstract = "The subject of this paper is testing of complex geometrical structures, i.e. stress analysis of a pipe branch model of A6 third pipeline at Hydropower Plant Perucica, Niksic. Analysis of pipe branch model stress distribution was carried out by using finite element method and experimental methods. Finite element method defined 3D pipe branch model. Numerical calculation defined critical locations on model, i.e. locations with the greatest stress concentration. Strain gauges were placed on identified critical locations. Measured stress values confirmed values obtained by using numerical calculation. Experimental measurements were also taken by using new digital image correlation (DIC) method. DIC method is an optical non-contact method that can provide full 3D stress field and enables better understanding of complex structures such as pipe branches. The aim of this paper was to determine stress concentration factor for the pipe branch model by using numerical and experimental analysis.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Numerical and experimental determination of stress concentration factor for a pipe branch model",
pages = "692-687",
number = "3",
volume = "24",
doi = "10.17559/TV-20151126222916"
}

Bajić, D., Momčilović, N., Maneski, T., Balać, M., Kozak, D.,& Culafić, S.. (2017). Numerical and experimental determination of stress concentration factor for a pipe branch model. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 24(3), 687-692.
https://doi.org/10.17559/TV-20151126222916

Bajić D, Momčilović N, Maneski T, Balać M, Kozak D, Culafić S. Numerical and experimental determination of stress concentration factor for a pipe branch model. in Tehnički vjesnik. 2017;24(3):687-692.
doi:10.17559/TV-20151126222916 .

Bajić, Darko, Momčilović, Nikola, Maneski, Taško, Balać, Martina, Kozak, Dražan, Culafić, Stefan, "Numerical and experimental determination of stress concentration factor for a pipe branch model" in Tehnički vjesnik, 24, no. 3 (2017):687-692,
https://doi.org/10.17559/TV-20151126222916 . .

TY  - CONF
AU  - Anđelić, Nina
AU  - Milošević-Mitić, Vesna
AU  - Maneski, Taško
AU  - Đurđević, Đorđe
PY  - 2017
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/5574
AB  - This paper deals with the problem of optimization of thin-walled open sections. They are 
subjected to the bending and to the constrained torsion. The particular attention is paid to the 
structural optimization methods. The optimal weight of the structures is obtained starting from 
some initial values of thicknesses and cross-sectional areas. The analytical and numerical 
approaches are derived for structural elements of different shapes of the open cross-section 
elements subjected to several loading cases. Optimization parameters have been determined by 
Lagrange’s multipliers method. The obtained results are used for numerical calculation.
C3  - Proceedings of the 6th International Congress of Serbian Society of Mechanics (IConSSM 2017), Tara, Serbia
T1  - Minimum Weight of Open Section Thin-Walled Structural Elements Under Stress Constraint
EP  - S3b:8
SP  - S3b:1
UR  - https://hdl.handle.net/21.15107/rcub_machinery_5574
ER  - 

@conference{
author = "Anđelić, Nina and Milošević-Mitić, Vesna and Maneski, Taško and Đurđević, Đorđe",
year = "2017",
abstract = "This paper deals with the problem of optimization of thin-walled open sections. They are 
subjected to the bending and to the constrained torsion. The particular attention is paid to the 
structural optimization methods. The optimal weight of the structures is obtained starting from 
some initial values of thicknesses and cross-sectional areas. The analytical and numerical 
approaches are derived for structural elements of different shapes of the open cross-section 
elements subjected to several loading cases. Optimization parameters have been determined by 
Lagrange’s multipliers method. The obtained results are used for numerical calculation.",
journal = "Proceedings of the 6th International Congress of Serbian Society of Mechanics (IConSSM 2017), Tara, Serbia",
title = "Minimum Weight of Open Section Thin-Walled Structural Elements Under Stress Constraint",
pages = "S3b:8-S3b:1",
url = "https://hdl.handle.net/21.15107/rcub_machinery_5574"
}

Anđelić, N., Milošević-Mitić, V., Maneski, T.,& Đurđević, Đ.. (2017). Minimum Weight of Open Section Thin-Walled Structural Elements Under Stress Constraint. in Proceedings of the 6th International Congress of Serbian Society of Mechanics (IConSSM 2017), Tara, Serbia, S3b:1-S3b:8.
https://hdl.handle.net/21.15107/rcub_machinery_5574

Anđelić N, Milošević-Mitić V, Maneski T, Đurđević Đ. Minimum Weight of Open Section Thin-Walled Structural Elements Under Stress Constraint. in Proceedings of the 6th International Congress of Serbian Society of Mechanics (IConSSM 2017), Tara, Serbia. 2017;:S3b:1-S3b:8.
https://hdl.handle.net/21.15107/rcub_machinery_5574 .

Anđelić, Nina, Milošević-Mitić, Vesna, Maneski, Taško, Đurđević, Đorđe, "Minimum Weight of Open Section Thin-Walled Structural Elements Under Stress Constraint" in Proceedings of the 6th International Congress of Serbian Society of Mechanics (IConSSM 2017), Tara, Serbia (2017):S3b:1-S3b:8,
https://hdl.handle.net/21.15107/rcub_machinery_5574 .