TY  - JOUR
AU  - Momčilović, Nikola
AU  - Ilić, Nemanja
AU  - Kalajdžić, Milan
AU  - Ivošević, Špiro
AU  - Petrović, Ana
PY  - 2024
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7797
AB  - Standard structural assessments of ship hulls include the evaluation of the elastic structural response. Elastic analysis neglects extreme and unpredicted loadings, which can produce catastrophic outcomes, such as the loss of the ship’s ultimate strength. Moreover, hull elements are considered unaffected by age-related degradation. Therefore, this study models and quantifies the effect of corrosion-induced structural degradation on the ultimate strength of a high-tensile-steel (HTS) cargo ship using progressive collapse and nonlinear finite element methods. Uniform and pitting corrosion are modeled through selected scenarios, which hull elements might encounter during exploitation, producing a total of 148 calculation models. The findings show that corrosion-induced degradation can significantly decrease the ultimate strength of the hull (up to 30% for the most severe scenarios assessed). Furthermore, ultimate strength decreases almost proportionally to the amount of wastage considered. It was found that stiffener corrosion has a significant effect on the total ultimate strength. This study’s aim is to emphasize the vast importance of including ultimate strength along with ageing effects in industry-standard structural assessments of large HTS ship structures, designed to last for several decades whilst exposed to excessive and unpredicted bending moments.
PB  - MDPI
T2  - Journal of Marine Science and Engineering
T1  - Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull
IS  - 5
SP  - 745
VL  - 12
DO  - 10.3390/jmse12050745
ER  - 

@article{
author = "Momčilović, Nikola and Ilić, Nemanja and Kalajdžić, Milan and Ivošević, Špiro and Petrović, Ana",
year = "2024",
abstract = "Standard structural assessments of ship hulls include the evaluation of the elastic structural response. Elastic analysis neglects extreme and unpredicted loadings, which can produce catastrophic outcomes, such as the loss of the ship’s ultimate strength. Moreover, hull elements are considered unaffected by age-related degradation. Therefore, this study models and quantifies the effect of corrosion-induced structural degradation on the ultimate strength of a high-tensile-steel (HTS) cargo ship using progressive collapse and nonlinear finite element methods. Uniform and pitting corrosion are modeled through selected scenarios, which hull elements might encounter during exploitation, producing a total of 148 calculation models. The findings show that corrosion-induced degradation can significantly decrease the ultimate strength of the hull (up to 30% for the most severe scenarios assessed). Furthermore, ultimate strength decreases almost proportionally to the amount of wastage considered. It was found that stiffener corrosion has a significant effect on the total ultimate strength. This study’s aim is to emphasize the vast importance of including ultimate strength along with ageing effects in industry-standard structural assessments of large HTS ship structures, designed to last for several decades whilst exposed to excessive and unpredicted bending moments.",
publisher = "MDPI",
journal = "Journal of Marine Science and Engineering",
title = "Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull",
number = "5",
pages = "745",
volume = "12",
doi = "10.3390/jmse12050745"
}

Momčilović, N., Ilić, N., Kalajdžić, M., Ivošević, Š.,& Petrović, A.. (2024). Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull. in Journal of Marine Science and Engineering
MDPI., 12(5), 745.
https://doi.org/10.3390/jmse12050745

Momčilović N, Ilić N, Kalajdžić M, Ivošević Š, Petrović A. Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull. in Journal of Marine Science and Engineering. 2024;12(5):745.
doi:10.3390/jmse12050745 .

Momčilović, Nikola, Ilić, Nemanja, Kalajdžić, Milan, Ivošević, Špiro, Petrović, Ana, "Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull" in Journal of Marine Science and Engineering, 12, no. 5 (2024):745,
https://doi.org/10.3390/jmse12050745 . .

TY  - JOUR
AU  - Aranđelović, Mihajlo
AU  - Đorđević, Branislav R.
AU  - Sedmak, Simon
AU  - Radu, Dorin
AU  - Petrović, Ana
AU  - Dikić, Stefan
AU  - Sedmak, Aleksandar
PY  - 2024
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7776
AB  - Failure analysis of welded joint with multiple defects was performed taking into account the effect of all defects, not just a dominant one. Four cases of multiple defects in welded joint under the uniaxial tensile loading were investigated using extended Finite Element Method. Two-dimensional Finite Element Models were made according to the tensile specimens with initial crack located in a critical area of welded joint. For each multiple defects case, numerical simulation was performed with three initial crack depth. Engineering Critical Analysis was made using Failure Assessment Diagrams for each defect that was determined as critical for its welded joint case. Numerical simulation showed that the geometry of the most prominent one from a point of view of structural integrity. It was concluded that the vertical misalignment in combination with a secondary defect, had the most adverse effect which can lead to failure of welded structure.
PB  - Elsevier
T2  - Engineering Failure Analysis
T1  - Failure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysis
SP  - 108176
VL  - 160
DO  - 10.1016/j.engfailanal.2024.108176
ER  - 

@article{
author = "Aranđelović, Mihajlo and Đorđević, Branislav R. and Sedmak, Simon and Radu, Dorin and Petrović, Ana and Dikić, Stefan and Sedmak, Aleksandar",
year = "2024",
abstract = "Failure analysis of welded joint with multiple defects was performed taking into account the effect of all defects, not just a dominant one. Four cases of multiple defects in welded joint under the uniaxial tensile loading were investigated using extended Finite Element Method. Two-dimensional Finite Element Models were made according to the tensile specimens with initial crack located in a critical area of welded joint. For each multiple defects case, numerical simulation was performed with three initial crack depth. Engineering Critical Analysis was made using Failure Assessment Diagrams for each defect that was determined as critical for its welded joint case. Numerical simulation showed that the geometry of the most prominent one from a point of view of structural integrity. It was concluded that the vertical misalignment in combination with a secondary defect, had the most adverse effect which can lead to failure of welded structure.",
publisher = "Elsevier",
journal = "Engineering Failure Analysis",
title = "Failure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysis",
pages = "108176",
volume = "160",
doi = "10.1016/j.engfailanal.2024.108176"
}

Aranđelović, M., Đorđević, B. R., Sedmak, S., Radu, D., Petrović, A., Dikić, S.,& Sedmak, A.. (2024). Failure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysis. in Engineering Failure Analysis
Elsevier., 160, 108176.
https://doi.org/10.1016/j.engfailanal.2024.108176

Aranđelović M, Đorđević BR, Sedmak S, Radu D, Petrović A, Dikić S, Sedmak A. Failure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysis. in Engineering Failure Analysis. 2024;160:108176.
doi:10.1016/j.engfailanal.2024.108176 .

Aranđelović, Mihajlo, Đorđević, Branislav R., Sedmak, Simon, Radu, Dorin, Petrović, Ana, Dikić, Stefan, Sedmak, Aleksandar, "Failure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysis" in Engineering Failure Analysis, 160 (2024):108176,
https://doi.org/10.1016/j.engfailanal.2024.108176 . .

TY  - JOUR
AU  - Milošević-Mitić, Vesna
AU  - Petrović, Ana
AU  - Anđelić, Nina
AU  - Jovanović, Miloš
PY  - 2024
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7753
AB  - Within the theory of thermo-elasticity, the temperature field of thin plates 
is commonly defined via two parameters: temperature in the mid-plane and 
linear temperature gradient normal to the mid-plane. First, the paper 
analytically proves the justification of that assumption in machine 
structures. Then, in an analytical closed form, applying the integral 
transformation method, the thin plate deflection caused by a constant 
temperature gradient is defined. It is shown that, in that case, the plate 
deflection does not depend on its thickness but only on the plate 
dimensions in the mid-plane. Analytically defined values are compared to 
corresponding values obtained by applying the thin plate finite element, 
where the temperature field is described using the two mentioned 
parameters. This finite element is defined and programmed within the 
Komips program package. The influence of the temperature gradient on 
the behavior of constructions mostly depends on the type of material. That 
is why the behavior of some structural elements made of brass, steel, and 
concrete is analyzed in this paper.
T2  - FME Transactions
T1  - The Influence of Temperature Gradient  on Thin Plates Bending
EP  - 135
IS  - 1
SP  - 128
VL  - 52
DO  - 10.5937/fme2401128M
ER  - 

@article{
author = "Milošević-Mitić, Vesna and Petrović, Ana and Anđelić, Nina and Jovanović, Miloš",
year = "2024",
abstract = "Within the theory of thermo-elasticity, the temperature field of thin plates 
is commonly defined via two parameters: temperature in the mid-plane and 
linear temperature gradient normal to the mid-plane. First, the paper 
analytically proves the justification of that assumption in machine 
structures. Then, in an analytical closed form, applying the integral 
transformation method, the thin plate deflection caused by a constant 
temperature gradient is defined. It is shown that, in that case, the plate 
deflection does not depend on its thickness but only on the plate 
dimensions in the mid-plane. Analytically defined values are compared to 
corresponding values obtained by applying the thin plate finite element, 
where the temperature field is described using the two mentioned 
parameters. This finite element is defined and programmed within the 
Komips program package. The influence of the temperature gradient on 
the behavior of constructions mostly depends on the type of material. That 
is why the behavior of some structural elements made of brass, steel, and 
concrete is analyzed in this paper.",
journal = "FME Transactions",
title = "The Influence of Temperature Gradient  on Thin Plates Bending",
pages = "135-128",
number = "1",
volume = "52",
doi = "10.5937/fme2401128M"
}

Milošević-Mitić, V., Petrović, A., Anđelić, N.,& Jovanović, M.. (2024). The Influence of Temperature Gradient  on Thin Plates Bending. in FME Transactions, 52(1), 128-135.
https://doi.org/10.5937/fme2401128M

Milošević-Mitić V, Petrović A, Anđelić N, Jovanović M. The Influence of Temperature Gradient  on Thin Plates Bending. in FME Transactions. 2024;52(1):128-135.
doi:10.5937/fme2401128M .

Milošević-Mitić, Vesna, Petrović, Ana, Anđelić, Nina, Jovanović, Miloš, "The Influence of Temperature Gradient  on Thin Plates Bending" in FME Transactions, 52, no. 1 (2024):128-135,
https://doi.org/10.5937/fme2401128M . .

TY  - CONF
AU  - Trišović, Nataša
AU  - Li, Wei
AU  - Jeremić, Olivera
AU  - Ristić, Ognjen
AU  - Sedak, Miloš
AU  - Petrović, Ana
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7183
AB  - Structural design optimization for dynamic behavior is crucial for structures reliant on their dynamic characteristics for operational performance and integrity.
PB  - Trans Tech Publications
C3  - 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland
T1  - Sensitivity Analysis in Dynamic Systems: Exploring Insights
EP  - 113
SP  - 113
VL  - 2
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7183
ER  - 

@conference{
author = "Trišović, Nataša and Li, Wei and Jeremić, Olivera and Ristić, Ognjen and Sedak, Miloš and Petrović, Ana",
year = "2023",
abstract = "Structural design optimization for dynamic behavior is crucial for structures reliant on their dynamic characteristics for operational performance and integrity.",
publisher = "Trans Tech Publications",
journal = "9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland",
title = "Sensitivity Analysis in Dynamic Systems: Exploring Insights",
pages = "113-113",
volume = "2",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7183"
}

Trišović, N., Li, W., Jeremić, O., Ristić, O., Sedak, M.,& Petrović, A.. (2023). Sensitivity Analysis in Dynamic Systems: Exploring Insights. in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland
Trans Tech Publications., 2, 113-113.
https://hdl.handle.net/21.15107/rcub_machinery_7183

Trišović N, Li W, Jeremić O, Ristić O, Sedak M, Petrović A. Sensitivity Analysis in Dynamic Systems: Exploring Insights. in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland. 2023;2:113-113.
https://hdl.handle.net/21.15107/rcub_machinery_7183 .

Trišović, Nataša, Li, Wei, Jeremić, Olivera, Ristić, Ognjen, Sedak, Miloš, Petrović, Ana, "Sensitivity Analysis in Dynamic Systems: Exploring Insights" in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland, 2 (2023):113-113,
https://hdl.handle.net/21.15107/rcub_machinery_7183 .

TY  - CONF
AU  - Jeremić, Olivera
AU  - Li, Wei
AU  - Trišović, Nataša
AU  - Socalici, Ana Virginia
AU  - Baneasa Birtok, Corneliu
AU  - Lazović-Kapor, Tatjana
AU  - Petrović, Ana
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7187
AB  - Establishing a dependable finite element (FE) or analytical model is critical for ensuring the robustness of structural analysis.
PB  - 2023 Trans Tech Publications Ltd, Switzerland, editors: Mihály Csüllög and Dr. Tamas Mankovits
C3  - 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland
T1  - Refinement of the Finite Element Model for Enhanced Structural Analysis
EP  - 44
SP  - 44
VL  - 2
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7187
ER  - 

@conference{
author = "Jeremić, Olivera and Li, Wei and Trišović, Nataša and Socalici, Ana Virginia and Baneasa Birtok, Corneliu and Lazović-Kapor, Tatjana and Petrović, Ana",
year = "2023",
abstract = "Establishing a dependable finite element (FE) or analytical model is critical for ensuring the robustness of structural analysis.",
publisher = "2023 Trans Tech Publications Ltd, Switzerland, editors: Mihály Csüllög and Dr. Tamas Mankovits",
journal = "9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland",
title = "Refinement of the Finite Element Model for Enhanced Structural Analysis",
pages = "44-44",
volume = "2",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7187"
}

Jeremić, O., Li, W., Trišović, N., Socalici, A. V., Baneasa Birtok, C., Lazović-Kapor, T.,& Petrović, A.. (2023). Refinement of the Finite Element Model for Enhanced Structural Analysis. in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland
2023 Trans Tech Publications Ltd, Switzerland, editors: Mihály Csüllög and Dr. Tamas Mankovits., 2, 44-44.
https://hdl.handle.net/21.15107/rcub_machinery_7187

Jeremić O, Li W, Trišović N, Socalici AV, Baneasa Birtok C, Lazović-Kapor T, Petrović A. Refinement of the Finite Element Model for Enhanced Structural Analysis. in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland. 2023;2:44-44.
https://hdl.handle.net/21.15107/rcub_machinery_7187 .

Jeremić, Olivera, Li, Wei, Trišović, Nataša, Socalici, Ana Virginia, Baneasa Birtok, Corneliu, Lazović-Kapor, Tatjana, Petrović, Ana, "Refinement of the Finite Element Model for Enhanced Structural Analysis" in 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME), the Book of Abstracts, 2023 Trans Tech Publications Ltd, Switzerland, 2 (2023):44-44,
https://hdl.handle.net/21.15107/rcub_machinery_7187 .

TY  - CONF
AU  - Miladinov, Milan
AU  - Sedmak, Simon
AU  - Đorđević, Branislav R.
AU  - Petrović, Ana
AU  - Vučetić, Filip
PY  - 2023
UR  - https://main.scientific.net/book/book-of-abstracts-from-9th-international-scientific-conference-on-advances-in-mechanical-engineering/978-3-0364-1445-4/ebook
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7170
AB  - This paper deals with damage analysis of gear ring after manufacturing process, just before in-service period. Tooth gear ring segments were made of 40MnCrSi3V low-alloyed cast steel, which chemical composition and mechanical properties were given in table 1 and 2, respectively. Concerning parent material characteristics, in this case low-alloyed cast steel 40 MnCrSi3V, inspection and control of gear segments were necessary to be performed after manufacturing. Non-destructive testing method with magnet particles (MT) of fluorescent suspension of particle size 3 µm was performed for potential defects detection. Surface indications were observed on 8 out of 12 gear segments on these new parts, where the lengths of the cracks goes up to 110 mm. Some of the observed defects were shown in Fig. 1. Defects were located in segments main body the gear teeth, its main body etc. Taking into account aforementioned, observed defects on new gear ring segments were caused in manufacturing process i.e. by casting process and inadequate cooling rate.
PB  - Trans Tech Publications Ltd, Switzerland
C3  - Book of Abstracts from 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME, November 9-10, 2023, Debrecen, Hungary)
T1  - Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator
SP  - 67
VL  - 2
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7170
ER  - 

@conference{
author = "Miladinov, Milan and Sedmak, Simon and Đorđević, Branislav R. and Petrović, Ana and Vučetić, Filip",
year = "2023",
abstract = "This paper deals with damage analysis of gear ring after manufacturing process, just before in-service period. Tooth gear ring segments were made of 40MnCrSi3V low-alloyed cast steel, which chemical composition and mechanical properties were given in table 1 and 2, respectively. Concerning parent material characteristics, in this case low-alloyed cast steel 40 MnCrSi3V, inspection and control of gear segments were necessary to be performed after manufacturing. Non-destructive testing method with magnet particles (MT) of fluorescent suspension of particle size 3 µm was performed for potential defects detection. Surface indications were observed on 8 out of 12 gear segments on these new parts, where the lengths of the cracks goes up to 110 mm. Some of the observed defects were shown in Fig. 1. Defects were located in segments main body the gear teeth, its main body etc. Taking into account aforementioned, observed defects on new gear ring segments were caused in manufacturing process i.e. by casting process and inadequate cooling rate.",
publisher = "Trans Tech Publications Ltd, Switzerland",
journal = "Book of Abstracts from 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME, November 9-10, 2023, Debrecen, Hungary)",
title = "Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator",
pages = "67",
volume = "2",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7170"
}

Miladinov, M., Sedmak, S., Đorđević, B. R., Petrović, A.,& Vučetić, F.. (2023). Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator. in Book of Abstracts from 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME, November 9-10, 2023, Debrecen, Hungary)
Trans Tech Publications Ltd, Switzerland., 2, 67.
https://hdl.handle.net/21.15107/rcub_machinery_7170

Miladinov M, Sedmak S, Đorđević BR, Petrović A, Vučetić F. Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator. in Book of Abstracts from 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME, November 9-10, 2023, Debrecen, Hungary). 2023;2:67.
https://hdl.handle.net/21.15107/rcub_machinery_7170 .

Miladinov, Milan, Sedmak, Simon, Đorđević, Branislav R., Petrović, Ana, Vučetić, Filip, "Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator" in Book of Abstracts from 9th International Scientific Conference on Advances in Mechanical Engineering (ISCAME, November 9-10, 2023, Debrecen, Hungary), 2 (2023):67,
https://hdl.handle.net/21.15107/rcub_machinery_7170 .

TY  - CONF
AU  - Sedmak, Simon
AU  - Aranđelović, Mihajlo
AU  - Sedmak, Aleksandar
AU  - Petrović, Ana
AU  - Đorđević, Branislav
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6027
AB  - Simulation of crack initiation and propagation which occurred during the tensile
testing of real welded joint specimens made of low-alloyed low-carbon structural
steels is presented in this paper. Welded joints in questions were made with a
number of different defect combinations [1-3], such as excess weld metal, undercuts,
vertical misalignment and incomplete root penetration. Tensile tests were performed
on specimens divided into four groups according to their defect combinations, along
with numerical simulations using finite element method [4-6]. Once numerical models
which were valid in terms of stress and strain distribution were obtained, cracks were
introduced in the most critical locations, which corresponded to the real specimen
locations were failure of specimens initiated. The goal was to observe the behaviour
of models in the presence of these cracks, since in the case of experimental
specimens, fracture behaviour was often unconventional, due to complex geometry
which caused them to deform in unexpected manner. This geometry was influenced
by the presence of multiple different defects in the welded joint, and in some cases
even resulted in stress states that were not uniaxial, as is usually the case with
experiments and simulations like the one presented here
C3  - The 27th International Conference on Fracture and Structural Integrity
T1  - Numerical simulation of crack growth in welded joints in the presence of multiple defects
SP  - 178
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6027
ER  - 

@conference{
author = "Sedmak, Simon and Aranđelović, Mihajlo and Sedmak, Aleksandar and Petrović, Ana and Đorđević, Branislav",
year = "2023",
abstract = "Simulation of crack initiation and propagation which occurred during the tensile
testing of real welded joint specimens made of low-alloyed low-carbon structural
steels is presented in this paper. Welded joints in questions were made with a
number of different defect combinations [1-3], such as excess weld metal, undercuts,
vertical misalignment and incomplete root penetration. Tensile tests were performed
on specimens divided into four groups according to their defect combinations, along
with numerical simulations using finite element method [4-6]. Once numerical models
which were valid in terms of stress and strain distribution were obtained, cracks were
introduced in the most critical locations, which corresponded to the real specimen
locations were failure of specimens initiated. The goal was to observe the behaviour
of models in the presence of these cracks, since in the case of experimental
specimens, fracture behaviour was often unconventional, due to complex geometry
which caused them to deform in unexpected manner. This geometry was influenced
by the presence of multiple different defects in the welded joint, and in some cases
even resulted in stress states that were not uniaxial, as is usually the case with
experiments and simulations like the one presented here",
journal = "The 27th International Conference on Fracture and Structural Integrity",
title = "Numerical simulation of crack growth in welded joints in the presence of multiple defects",
pages = "178",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6027"
}

Sedmak, S., Aranđelović, M., Sedmak, A., Petrović, A.,& Đorđević, B.. (2023). Numerical simulation of crack growth in welded joints in the presence of multiple defects. in The 27th International Conference on Fracture and Structural Integrity, 178.
https://hdl.handle.net/21.15107/rcub_machinery_6027

Sedmak S, Aranđelović M, Sedmak A, Petrović A, Đorđević B. Numerical simulation of crack growth in welded joints in the presence of multiple defects. in The 27th International Conference on Fracture and Structural Integrity. 2023;:178.
https://hdl.handle.net/21.15107/rcub_machinery_6027 .

Sedmak, Simon, Aranđelović, Mihajlo, Sedmak, Aleksandar, Petrović, Ana, Đorđević, Branislav, "Numerical simulation of crack growth in welded joints in the presence of multiple defects" in The 27th International Conference on Fracture and Structural Integrity (2023):178,
https://hdl.handle.net/21.15107/rcub_machinery_6027 .

TY  - CONF
AU  - Dikić, Stefan
AU  - Aranđelović, Mihajlo
AU  - Sedmak, Simon
AU  - Petrović, Ana
AU  - Đorđević, Branislav
PY  - 2023
UR  - https://www.sciencedirect.com/journal/procedia-structural-integrity/vol/48/suppl/C
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7103
AB  - This paper is based on extensive research about the influence of multiple different welded joint defects on the integrity of welded structures. In this particular case, the focus was on the heat affected zone and its different sub regions - up to this point, it was observed as a whole, with homogeneous mechanical properties along its cross-section. Due to the need to describe its behaviour in more detail, it was concluded that metallographic characterisation of the heat affected zone is necessary. Metallographic tests have provided a detailed insight into the micro-structures with the heat affected zone, which would be difficult to predict in this case, due to specific conditions, i.e., a welding technology which was adopted with the purpose of deliberately causing a number of defects in the welded joint. This would result in a more realistic distribution of mechanical properties along the heat affected zone, which in turn would provide more accurate input data for numerical simulations, since the use of finite element method will be the next step in this research.
PB  - Elsevier B.V.
C3  - Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023)
T1  - Metallographic characterization of the heat affected zone in welded joints with multiple defects
EP  - 265
SP  - 260
VL  - 48
DO  - 10.1016/j.prostr.2023.07.134
ER  - 

@conference{
author = "Dikić, Stefan and Aranđelović, Mihajlo and Sedmak, Simon and Petrović, Ana and Đorđević, Branislav",
year = "2023",
abstract = "This paper is based on extensive research about the influence of multiple different welded joint defects on the integrity of welded structures. In this particular case, the focus was on the heat affected zone and its different sub regions - up to this point, it was observed as a whole, with homogeneous mechanical properties along its cross-section. Due to the need to describe its behaviour in more detail, it was concluded that metallographic characterisation of the heat affected zone is necessary. Metallographic tests have provided a detailed insight into the micro-structures with the heat affected zone, which would be difficult to predict in this case, due to specific conditions, i.e., a welding technology which was adopted with the purpose of deliberately causing a number of defects in the welded joint. This would result in a more realistic distribution of mechanical properties along the heat affected zone, which in turn would provide more accurate input data for numerical simulations, since the use of finite element method will be the next step in this research.",
publisher = "Elsevier B.V.",
journal = "Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023)",
title = "Metallographic characterization of the heat affected zone in welded joints with multiple defects",
pages = "265-260",
volume = "48",
doi = "10.1016/j.prostr.2023.07.134"
}

Dikić, S., Aranđelović, M., Sedmak, S., Petrović, A.,& Đorđević, B.. (2023). Metallographic characterization of the heat affected zone in welded joints with multiple defects. in Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023)
Elsevier B.V.., 48, 260-265.
https://doi.org/10.1016/j.prostr.2023.07.134

Dikić S, Aranđelović M, Sedmak S, Petrović A, Đorđević B. Metallographic characterization of the heat affected zone in welded joints with multiple defects. in Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023). 2023;48:260-265.
doi:10.1016/j.prostr.2023.07.134 .

Dikić, Stefan, Aranđelović, Mihajlo, Sedmak, Simon, Petrović, Ana, Đorđević, Branislav, "Metallographic characterization of the heat affected zone in welded joints with multiple defects" in Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023), 48 (2023):260-265,
https://doi.org/10.1016/j.prostr.2023.07.134 . .

TY  - JOUR
AU  - Jovanović, Aleksandar
AU  - Đorđević, Branislav
AU  - Jeremić, Lazar
AU  - Sedmak, Simon
AU  - Petrović, Ana
PY  - 2023
UR  - http://divk.inovacionicentar.rs/ivk/ivk23/OF2302-2.html
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7106
AB  - Risk analysis of containers in a coal drying facility was performed using the Failure Modes and Effects Analysis (FMEA) method in combination with the risk matrix. The selected exploitation period analysed for all vessels was 5 years, since there is a lot of data about the maintenance performed during this period, including results of material testing performed by an accredited laboratory. Based on all issues detected by testing, risk probabilities (with corresponding levels of severity) of various defects were calculated, and potential expected repair costs determined. These probabilities were then used as input for the risk matrix which indicated the most critical types of defects, both in terms of occurring probability and the severity of their occurrence. It was concluded that through-thickness cracks were the most dangerous defect in this case. Furthermore, high probabilities of most defects considered, implied that containers will become unreliable and unfit for continued exploitation in the near future. Suggested means of preventing failures include a more thorough periodic maintenance and control of these vessels, until it is possible to fully replace them with new equipment.
PB  - Društvo za integritet i vek konstrukcija „Prof. dr Stojan Sedmak“, Institut za ispitivanje materijala (IMS), Beograd
T2  - STRUCTURAL INTEGRITY AND LIFE
T1  - INSPECTION OF DAMAGE AND RISK ANALYSIS OF CONTAINERS IN A COAL DRYING FACILITY IN EXPLOITATION
EP  - 115
IS  - 2
SP  - 111
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7106
ER  - 

@article{
author = "Jovanović, Aleksandar and Đorđević, Branislav and Jeremić, Lazar and Sedmak, Simon and Petrović, Ana",
year = "2023",
abstract = "Risk analysis of containers in a coal drying facility was performed using the Failure Modes and Effects Analysis (FMEA) method in combination with the risk matrix. The selected exploitation period analysed for all vessels was 5 years, since there is a lot of data about the maintenance performed during this period, including results of material testing performed by an accredited laboratory. Based on all issues detected by testing, risk probabilities (with corresponding levels of severity) of various defects were calculated, and potential expected repair costs determined. These probabilities were then used as input for the risk matrix which indicated the most critical types of defects, both in terms of occurring probability and the severity of their occurrence. It was concluded that through-thickness cracks were the most dangerous defect in this case. Furthermore, high probabilities of most defects considered, implied that containers will become unreliable and unfit for continued exploitation in the near future. Suggested means of preventing failures include a more thorough periodic maintenance and control of these vessels, until it is possible to fully replace them with new equipment.",
publisher = "Društvo za integritet i vek konstrukcija „Prof. dr Stojan Sedmak“, Institut za ispitivanje materijala (IMS), Beograd",
journal = "STRUCTURAL INTEGRITY AND LIFE",
title = "INSPECTION OF DAMAGE AND RISK ANALYSIS OF CONTAINERS IN A COAL DRYING FACILITY IN EXPLOITATION",
pages = "115-111",
number = "2",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7106"
}

Jovanović, A., Đorđević, B., Jeremić, L., Sedmak, S.,& Petrović, A.. (2023). INSPECTION OF DAMAGE AND RISK ANALYSIS OF CONTAINERS IN A COAL DRYING FACILITY IN EXPLOITATION. in STRUCTURAL INTEGRITY AND LIFE
Društvo za integritet i vek konstrukcija „Prof. dr Stojan Sedmak“, Institut za ispitivanje materijala (IMS), Beograd., 23(2), 111-115.
https://hdl.handle.net/21.15107/rcub_machinery_7106

Jovanović A, Đorđević B, Jeremić L, Sedmak S, Petrović A. INSPECTION OF DAMAGE AND RISK ANALYSIS OF CONTAINERS IN A COAL DRYING FACILITY IN EXPLOITATION. in STRUCTURAL INTEGRITY AND LIFE. 2023;23(2):111-115.
https://hdl.handle.net/21.15107/rcub_machinery_7106 .

Jovanović, Aleksandar, Đorđević, Branislav, Jeremić, Lazar, Sedmak, Simon, Petrović, Ana, "INSPECTION OF DAMAGE AND RISK ANALYSIS OF CONTAINERS IN A COAL DRYING FACILITY IN EXPLOITATION" in STRUCTURAL INTEGRITY AND LIFE, 23, no. 2 (2023):111-115,
https://hdl.handle.net/21.15107/rcub_machinery_7106 .

TY  - JOUR
AU  - Aranđelović, Mihajlo
AU  - Petrović, Ana
AU  - Đorđević, Branislav
AU  - Sedmak, Simon
AU  - Sedmak, Aleksandar
AU  - Dikić, Stefan
AU  - Radu, Dorin
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6010
AB  - The research represents the ongoing investigation of the welded joints behavior made
of low-carbon low-alloyed steel in the presence of different multiple defects. Following the initial
experimental and numerical analyses performed on low-grade steel, a set of experiments were
performed with specimens made of steel EN 1.0044 (commercial designation S275JR), along with
development of new numerical models. Four combinations were made, including defects like
undercuts, excess weld metal, misalignment, weld face sagging and incomplete root penetration,
considering that these defects are often encountered in practice, and can appear simultaneously. The finite element method (FEM) was used to simulate the experiments. Tensile properties of the HAZ and weld metal were calculated using strain measurements by the digital image correlation (DIC) method. The finite element method (FEM) results were in good agreement with the experimental ones.
PB  - MDPI
T2  - Sustainability
T1  - Effects of Multiple Defects on Welded Joint Behaviour under the Uniaxial Tensile Loading: Fem and Experimental Approach
IS  - 1
VL  - 15
DO  - doi.org/10.3390/su15010761
ER  - 

@article{
author = "Aranđelović, Mihajlo and Petrović, Ana and Đorđević, Branislav and Sedmak, Simon and Sedmak, Aleksandar and Dikić, Stefan and Radu, Dorin",
year = "2023",
abstract = "The research represents the ongoing investigation of the welded joints behavior made
of low-carbon low-alloyed steel in the presence of different multiple defects. Following the initial
experimental and numerical analyses performed on low-grade steel, a set of experiments were
performed with specimens made of steel EN 1.0044 (commercial designation S275JR), along with
development of new numerical models. Four combinations were made, including defects like
undercuts, excess weld metal, misalignment, weld face sagging and incomplete root penetration,
considering that these defects are often encountered in practice, and can appear simultaneously. The finite element method (FEM) was used to simulate the experiments. Tensile properties of the HAZ and weld metal were calculated using strain measurements by the digital image correlation (DIC) method. The finite element method (FEM) results were in good agreement with the experimental ones.",
publisher = "MDPI",
journal = "Sustainability",
title = "Effects of Multiple Defects on Welded Joint Behaviour under the Uniaxial Tensile Loading: Fem and Experimental Approach",
number = "1",
volume = "15",
doi = "doi.org/10.3390/su15010761"
}

Aranđelović, M., Petrović, A., Đorđević, B., Sedmak, S., Sedmak, A., Dikić, S.,& Radu, D.. (2023). Effects of Multiple Defects on Welded Joint Behaviour under the Uniaxial Tensile Loading: Fem and Experimental Approach. in Sustainability
MDPI., 15(1).
https://doi.org/doi.org/10.3390/su15010761

Aranđelović M, Petrović A, Đorđević B, Sedmak S, Sedmak A, Dikić S, Radu D. Effects of Multiple Defects on Welded Joint Behaviour under the Uniaxial Tensile Loading: Fem and Experimental Approach. in Sustainability. 2023;15(1).
doi:doi.org/10.3390/su15010761 .

Aranđelović, Mihajlo, Petrović, Ana, Đorđević, Branislav, Sedmak, Simon, Sedmak, Aleksandar, Dikić, Stefan, Radu, Dorin, "Effects of Multiple Defects on Welded Joint Behaviour under the Uniaxial Tensile Loading: Fem and Experimental Approach" in Sustainability, 15, no. 1 (2023),
https://doi.org/doi.org/10.3390/su15010761 . .

TY  - JOUR
AU  - Milošević-Mitić, Vesna
AU  - Jovanović, Miloš
AU  - Petrović, Ana
AU  - Ivanović, Ivana
AU  - Mićović, Aleksandar
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6981
AB  - Temperature distribution in the metallic plate influenced by high-frequency
electromagnetic wave depends on thermal and electrical properties of the
plate material. The goal of the paper is to present the significance of the
temperature dependence of the electrical resistivity and its influence on the
plate heating. A mathematical model of the problem was established and an
analytical closed-form solution to the problem was presented. The active
power of the electromagnetic wave was calculated by Poynting vector.
Temperature field was obtained by integral-transform technique. Numerical
examples were presented for three different materials (copper, aluminum, and
steel). Calculated results show the large influence of temperature dependent
electrical resistance on heating of the metallic plate.
PB  - Belgrade : Institute of Nuclear Sciences
T2  - Thermal Science
T1  - INFLUENCE OF SPECIFIC ELECTRICAL RESISTANCE ON THE HEATING OF METAL PLATES EXPOSED TO HIGH-FREQUENCY ELECTROMAGNETIC WAVES
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6981
ER  - 

@article{
author = "Milošević-Mitić, Vesna and Jovanović, Miloš and Petrović, Ana and Ivanović, Ivana and Mićović, Aleksandar",
year = "2023",
abstract = "Temperature distribution in the metallic plate influenced by high-frequency
electromagnetic wave depends on thermal and electrical properties of the
plate material. The goal of the paper is to present the significance of the
temperature dependence of the electrical resistivity and its influence on the
plate heating. A mathematical model of the problem was established and an
analytical closed-form solution to the problem was presented. The active
power of the electromagnetic wave was calculated by Poynting vector.
Temperature field was obtained by integral-transform technique. Numerical
examples were presented for three different materials (copper, aluminum, and
steel). Calculated results show the large influence of temperature dependent
electrical resistance on heating of the metallic plate.",
publisher = "Belgrade : Institute of Nuclear Sciences",
journal = "Thermal Science",
title = "INFLUENCE OF SPECIFIC ELECTRICAL RESISTANCE ON THE HEATING OF METAL PLATES EXPOSED TO HIGH-FREQUENCY ELECTROMAGNETIC WAVES",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6981"
}

Milošević-Mitić, V., Jovanović, M., Petrović, A., Ivanović, I.,& Mićović, A.. (2023). INFLUENCE OF SPECIFIC ELECTRICAL RESISTANCE ON THE HEATING OF METAL PLATES EXPOSED TO HIGH-FREQUENCY ELECTROMAGNETIC WAVES. in Thermal Science
Belgrade : Institute of Nuclear Sciences..
https://hdl.handle.net/21.15107/rcub_machinery_6981

Milošević-Mitić V, Jovanović M, Petrović A, Ivanović I, Mićović A. INFLUENCE OF SPECIFIC ELECTRICAL RESISTANCE ON THE HEATING OF METAL PLATES EXPOSED TO HIGH-FREQUENCY ELECTROMAGNETIC WAVES. in Thermal Science. 2023;.
https://hdl.handle.net/21.15107/rcub_machinery_6981 .

Milošević-Mitić, Vesna, Jovanović, Miloš, Petrović, Ana, Ivanović, Ivana, Mićović, Aleksandar, "INFLUENCE OF SPECIFIC ELECTRICAL RESISTANCE ON THE HEATING OF METAL PLATES EXPOSED TO HIGH-FREQUENCY ELECTROMAGNETIC WAVES" in Thermal Science (2023),
https://hdl.handle.net/21.15107/rcub_machinery_6981 .

TY  - JOUR
AU  - Đurđević, Đorđe
AU  - Anđelić, Nina
AU  - Đurđević, Andrijana
AU  - Petrović, Ana
AU  - Milošević-Mitić, Vesna
AU  - Ivljanin, Bojan
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6997
AB  - The paper presents analytical and numerical determina-tion of the equivalent stress and strain of the open section thin-walled ‘’ cantilever beams loaded with torsion. Ana-lytical calculation was used to calculate the equivalent stress and strain values for the model encastred across the entire cross-section at one end, while the other end is free (model 1). The finite element method is applied for the calculation of the same ‘’ cantilever beam model exposed to torsion, and the stress and strain values are obtained by numerical calculation. Numerical simulations have been performed using KOMIPS software. Analytical and numerical results are compared and discussed. In this paper, a numerical model for constrained torsion is also created in ABAQUS® and SolidWorks® software. A cantilever beam with an omega profile is encastred at one end, while at the other end there is a welded plate (model 2). Numerical models are created, and static calculation is done using the finite element method. The zones of stress concentration are identified and presented. Finally, the equivalent stress values of models 1 and 2 are compared. Conclusions obtained by examining this type of structures may be involved in the design process of new similar structures. The findings obtained during the implementation of this work can be directly applied to iden-tify the behaviour of real structures in their working condi-tions.
T2  - Structural integrity and life/Integritet i vek konstrukcija
T1  - Thin-walled omega profile exposed to constrained torsion-analytical and numerical stress and strain calculation
T1  - Tankozidi omega profil pri ograničenom uvijanju-analitički i numerički proračun napona i deformacija
EP  - 229
IS  - 2
SP  - 225
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6997
ER  - 

@article{
author = "Đurđević, Đorđe and Anđelić, Nina and Đurđević, Andrijana and Petrović, Ana and Milošević-Mitić, Vesna and Ivljanin, Bojan",
year = "2023",
abstract = "The paper presents analytical and numerical determina-tion of the equivalent stress and strain of the open section thin-walled ‘’ cantilever beams loaded with torsion. Ana-lytical calculation was used to calculate the equivalent stress and strain values for the model encastred across the entire cross-section at one end, while the other end is free (model 1). The finite element method is applied for the calculation of the same ‘’ cantilever beam model exposed to torsion, and the stress and strain values are obtained by numerical calculation. Numerical simulations have been performed using KOMIPS software. Analytical and numerical results are compared and discussed. In this paper, a numerical model for constrained torsion is also created in ABAQUS® and SolidWorks® software. A cantilever beam with an omega profile is encastred at one end, while at the other end there is a welded plate (model 2). Numerical models are created, and static calculation is done using the finite element method. The zones of stress concentration are identified and presented. Finally, the equivalent stress values of models 1 and 2 are compared. Conclusions obtained by examining this type of structures may be involved in the design process of new similar structures. The findings obtained during the implementation of this work can be directly applied to iden-tify the behaviour of real structures in their working condi-tions.",
journal = "Structural integrity and life/Integritet i vek konstrukcija",
title = "Thin-walled omega profile exposed to constrained torsion-analytical and numerical stress and strain calculation, Tankozidi omega profil pri ograničenom uvijanju-analitički i numerički proračun napona i deformacija",
pages = "229-225",
number = "2",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6997"
}

Đurđević, Đ., Anđelić, N., Đurđević, A., Petrović, A., Milošević-Mitić, V.,& Ivljanin, B.. (2023). Thin-walled omega profile exposed to constrained torsion-analytical and numerical stress and strain calculation. in Structural integrity and life/Integritet i vek konstrukcija, 23(2), 225-229.
https://hdl.handle.net/21.15107/rcub_machinery_6997

Đurđević Đ, Anđelić N, Đurđević A, Petrović A, Milošević-Mitić V, Ivljanin B. Thin-walled omega profile exposed to constrained torsion-analytical and numerical stress and strain calculation. in Structural integrity and life/Integritet i vek konstrukcija. 2023;23(2):225-229.
https://hdl.handle.net/21.15107/rcub_machinery_6997 .

Đurđević, Đorđe, Anđelić, Nina, Đurđević, Andrijana, Petrović, Ana, Milošević-Mitić, Vesna, Ivljanin, Bojan, "Thin-walled omega profile exposed to constrained torsion-analytical and numerical stress and strain calculation" in Structural integrity and life/Integritet i vek konstrukcija, 23, no. 2 (2023):225-229,
https://hdl.handle.net/21.15107/rcub_machinery_6997 .

TY  - CONF
AU  - Petrović, Ana
AU  - Momčilović, Nikola
AU  - Aranđelović, Mihajlo
AU  - Đorđević, Branislav
AU  - Sedmak, Simon
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6026
AB  - In this paper, a material characterization inverse methodology is used to obtain
structural parameters for all welded joint regions. Furthermore, such are applied for
the more realistic analysis of the pipeline numerical model structural response.
Material characterization methodology included tensile testing of specimen
containing welded joint. During the experiment strain field was continuously
measured using stereo cameras, and results are processed using system based on
Digital Image Correlation. Numerical computational model of test pipe is formed
using the same parameters, as in the experiment (shape of welded joint, boundary
conditions, loads, etc.). To improve numerical model, deformations of all regions of
welded joint (base material, weld metal, and heat affected zone) are imported into
numerical model. Consequently, material properties (Young’s modulus of elasticity,
yield strength, tensile strength) of all three welded joint regions were obtained.
Material properties are then used in analysis of welded joint influence to structural
integrity. Three different numerical computational models are produced. The first
model represents the classical approach in which the welded joint parameters are
not considered. The second model contained welded joints, but with orientational
mechanical properties of base and weld metal, and with heat affected zone having
properties same as base material. The third one included properties of all three
welded joint regions, obtained using inverse methodology. Results showed that there
is no difference between the models during service operations (elastic structural
behaviour). However, within the plastic deformation domain, which for instance,
accounts for hydraulic shocks, the differences are considerable. When orientational
mechanical properties of base and weld material are included, stress concentration
in welded joint is 1.59. When real properties of material are included, stress
concentration is decreased to 1.49, while stress gradient in welded joint area is
smaller than in previous model. Thus, welded joint modelling can vastly influence the
plastic domain structural behaviour of the pipeline structure.
C3  - The 27th International Conference on Fracture and Structural Integrity
T1  - Influence of mechanical properties of welded joint regions on pipeline structural integrity
EP  - 183
SP  - 182
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6026
ER  - 

@conference{
author = "Petrović, Ana and Momčilović, Nikola and Aranđelović, Mihajlo and Đorđević, Branislav and Sedmak, Simon",
year = "2023",
abstract = "In this paper, a material characterization inverse methodology is used to obtain
structural parameters for all welded joint regions. Furthermore, such are applied for
the more realistic analysis of the pipeline numerical model structural response.
Material characterization methodology included tensile testing of specimen
containing welded joint. During the experiment strain field was continuously
measured using stereo cameras, and results are processed using system based on
Digital Image Correlation. Numerical computational model of test pipe is formed
using the same parameters, as in the experiment (shape of welded joint, boundary
conditions, loads, etc.). To improve numerical model, deformations of all regions of
welded joint (base material, weld metal, and heat affected zone) are imported into
numerical model. Consequently, material properties (Young’s modulus of elasticity,
yield strength, tensile strength) of all three welded joint regions were obtained.
Material properties are then used in analysis of welded joint influence to structural
integrity. Three different numerical computational models are produced. The first
model represents the classical approach in which the welded joint parameters are
not considered. The second model contained welded joints, but with orientational
mechanical properties of base and weld metal, and with heat affected zone having
properties same as base material. The third one included properties of all three
welded joint regions, obtained using inverse methodology. Results showed that there
is no difference between the models during service operations (elastic structural
behaviour). However, within the plastic deformation domain, which for instance,
accounts for hydraulic shocks, the differences are considerable. When orientational
mechanical properties of base and weld material are included, stress concentration
in welded joint is 1.59. When real properties of material are included, stress
concentration is decreased to 1.49, while stress gradient in welded joint area is
smaller than in previous model. Thus, welded joint modelling can vastly influence the
plastic domain structural behaviour of the pipeline structure.",
journal = "The 27th International Conference on Fracture and Structural Integrity",
title = "Influence of mechanical properties of welded joint regions on pipeline structural integrity",
pages = "183-182",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6026"
}

Petrović, A., Momčilović, N., Aranđelović, M., Đorđević, B.,& Sedmak, S.. (2023). Influence of mechanical properties of welded joint regions on pipeline structural integrity. in The 27th International Conference on Fracture and Structural Integrity, 182-183.
https://hdl.handle.net/21.15107/rcub_machinery_6026

Petrović A, Momčilović N, Aranđelović M, Đorđević B, Sedmak S. Influence of mechanical properties of welded joint regions on pipeline structural integrity. in The 27th International Conference on Fracture and Structural Integrity. 2023;:182-183.
https://hdl.handle.net/21.15107/rcub_machinery_6026 .

Petrović, Ana, Momčilović, Nikola, Aranđelović, Mihajlo, Đorđević, Branislav, Sedmak, Simon, "Influence of mechanical properties of welded joint regions on pipeline structural integrity" in The 27th International Conference on Fracture and Structural Integrity (2023):182-183,
https://hdl.handle.net/21.15107/rcub_machinery_6026 .

TY  - CONF
AU  - Janković, Milan
AU  - Petrović, Ana
AU  - Lojpur, Vesna
AU  - Miloš, Marko
AU  - Balać, Igor
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7318
PB  - Belgrade : Materials Research Society of Serbia
C3  - TWENTY-FOURTH ANNUAL CONFERENCE YUCOMAT 2023,Herceg Novi, Montenegro September 4 - 8, 2023 Program  and  Book of Abstracts
T1  - Potential of applying the quadratic failure criteria for short carbon fibre-reinforced PET-G composite material used in additive manufacturing
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7318
ER  - 

@conference{
author = "Janković, Milan and Petrović, Ana and Lojpur, Vesna and Miloš, Marko and Balać, Igor",
year = "2023",
publisher = "Belgrade : Materials Research Society of Serbia",
journal = "TWENTY-FOURTH ANNUAL CONFERENCE YUCOMAT 2023,Herceg Novi, Montenegro September 4 - 8, 2023 Program  and  Book of Abstracts",
title = "Potential of applying the quadratic failure criteria for short carbon fibre-reinforced PET-G composite material used in additive manufacturing",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7318"
}

Janković, M., Petrović, A., Lojpur, V., Miloš, M.,& Balać, I.. (2023). Potential of applying the quadratic failure criteria for short carbon fibre-reinforced PET-G composite material used in additive manufacturing. in TWENTY-FOURTH ANNUAL CONFERENCE YUCOMAT 2023,Herceg Novi, Montenegro September 4 - 8, 2023 Program  and  Book of Abstracts
Belgrade : Materials Research Society of Serbia..
https://hdl.handle.net/21.15107/rcub_machinery_7318

Janković M, Petrović A, Lojpur V, Miloš M, Balać I. Potential of applying the quadratic failure criteria for short carbon fibre-reinforced PET-G composite material used in additive manufacturing. in TWENTY-FOURTH ANNUAL CONFERENCE YUCOMAT 2023,Herceg Novi, Montenegro September 4 - 8, 2023 Program  and  Book of Abstracts. 2023;.
https://hdl.handle.net/21.15107/rcub_machinery_7318 .

Janković, Milan, Petrović, Ana, Lojpur, Vesna, Miloš, Marko, Balać, Igor, "Potential of applying the quadratic failure criteria for short carbon fibre-reinforced PET-G composite material used in additive manufacturing" in TWENTY-FOURTH ANNUAL CONFERENCE YUCOMAT 2023,Herceg Novi, Montenegro September 4 - 8, 2023 Program  and  Book of Abstracts (2023),
https://hdl.handle.net/21.15107/rcub_machinery_7318 .

TY  - GEN
AU  - Petrović, Ana
AU  - Grozdanović, Ines
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7292
T2  - Faculty of Mining and Geology, University of Belgrade
T1  - Збирка задатака из Механике 1 и Отпорности материјала
SP  - 1-207
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7292
ER  - 

@misc{
author = "Petrović, Ana and Grozdanović, Ines",
year = "2023",
journal = "Faculty of Mining and Geology, University of Belgrade",
title = "Збирка задатака из Механике 1 и Отпорности материјала",
pages = "1-207",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7292"
}

Petrović, A.,& Grozdanović, I.. (2023). Збирка задатака из Механике 1 и Отпорности материјала. in Faculty of Mining and Geology, University of Belgrade, 1-207.
https://hdl.handle.net/21.15107/rcub_machinery_7292

Petrović A, Grozdanović I. Збирка задатака из Механике 1 и Отпорности материјала. in Faculty of Mining and Geology, University of Belgrade. 2023;:1-207.
https://hdl.handle.net/21.15107/rcub_machinery_7292 .

Petrović, Ana, Grozdanović, Ines, "Збирка задатака из Механике 1 и Отпорности материјала" in Faculty of Mining and Geology, University of Belgrade (2023):1-207,
https://hdl.handle.net/21.15107/rcub_machinery_7292 .

TY  - CONF
AU  - Momčilović, Nikola
AU  - Ilić, Nemanja
AU  - Kalajdžić, Milan
AU  - Ivošević, Špiro
AU  - Petrović, Ana
PY  - 2023
UR  - https://www.sciencedirect.com/science/article/pii/S245232162300522X
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7291
AB  - In general, ship structural integrity assessments consist of prescribed procedures given by the rules of classification societies, and if necessary, direct calculations. Direct calculations mostly include longitudinal strength analyses and buckling calculations for various service loadings and structural members. Resulting stress is compared to the allowable stress, which is also rule-prescribed and acts as a share of the yield stress of the material. This means that the structure is evaluated upon its elastic response. Moreover, ship structural assessments consider as-built scantlings, not diminished by ageing. Generally, extreme or once-in-a-lifetime loadings are neglected. They can include overloading scenarios that lead to the ship structural collapse or the loss of the ship’s carrying capacity, i.e., ultimate strength. Ultimate strength of the ship is represented by the maximum (ultimate) bending moment the structure can withstand. Its evaluation is important to determine the ship’s structural safety level with respect to its collapse. Therefore, this paper delivers the ultimate strength assessment for a typical bulk carrier having 180 m in length. For this purpose, an incremental-iterative progressivecollapse analysis (PCA) is used. In the first stage, ultimate strength of a bulk carrier is determined using as-built scantlings. In the next, ageing effects are considered within PCA by modeling scenarios that include both pitting and uniform corrosion. Pitting corrosion is defined by pitting intensity degree (DOP) and corrosion intensity degree (DOC), whilst the uniform corrosion is defined by thickness reduction. Results show that corrosion effects can significantly diminish the ultimate strength of the ship. This means that, in the design phase, structural assessments cannot be based just on as-built scantlings, but also might include ageing effects, as ships are designed to be reliable on the long-term.
C3  - Procedia Structural Integrity
T1  - Pitting and uniform corrosion effects on ultimate strength of a  bulk carrier
EP  - 18
SP  - 12
VL  - 48
DO  - 10.1016/j.prostr.2023.07.104
ER  - 

@conference{
author = "Momčilović, Nikola and Ilić, Nemanja and Kalajdžić, Milan and Ivošević, Špiro and Petrović, Ana",
year = "2023",
abstract = "In general, ship structural integrity assessments consist of prescribed procedures given by the rules of classification societies, and if necessary, direct calculations. Direct calculations mostly include longitudinal strength analyses and buckling calculations for various service loadings and structural members. Resulting stress is compared to the allowable stress, which is also rule-prescribed and acts as a share of the yield stress of the material. This means that the structure is evaluated upon its elastic response. Moreover, ship structural assessments consider as-built scantlings, not diminished by ageing. Generally, extreme or once-in-a-lifetime loadings are neglected. They can include overloading scenarios that lead to the ship structural collapse or the loss of the ship’s carrying capacity, i.e., ultimate strength. Ultimate strength of the ship is represented by the maximum (ultimate) bending moment the structure can withstand. Its evaluation is important to determine the ship’s structural safety level with respect to its collapse. Therefore, this paper delivers the ultimate strength assessment for a typical bulk carrier having 180 m in length. For this purpose, an incremental-iterative progressivecollapse analysis (PCA) is used. In the first stage, ultimate strength of a bulk carrier is determined using as-built scantlings. In the next, ageing effects are considered within PCA by modeling scenarios that include both pitting and uniform corrosion. Pitting corrosion is defined by pitting intensity degree (DOP) and corrosion intensity degree (DOC), whilst the uniform corrosion is defined by thickness reduction. Results show that corrosion effects can significantly diminish the ultimate strength of the ship. This means that, in the design phase, structural assessments cannot be based just on as-built scantlings, but also might include ageing effects, as ships are designed to be reliable on the long-term.",
journal = "Procedia Structural Integrity",
title = "Pitting and uniform corrosion effects on ultimate strength of a  bulk carrier",
pages = "18-12",
volume = "48",
doi = "10.1016/j.prostr.2023.07.104"
}

Momčilović, N., Ilić, N., Kalajdžić, M., Ivošević, Š.,& Petrović, A.. (2023). Pitting and uniform corrosion effects on ultimate strength of a  bulk carrier. in Procedia Structural Integrity, 48, 12-18.
https://doi.org/10.1016/j.prostr.2023.07.104

Momčilović N, Ilić N, Kalajdžić M, Ivošević Š, Petrović A. Pitting and uniform corrosion effects on ultimate strength of a  bulk carrier. in Procedia Structural Integrity. 2023;48:12-18.
doi:10.1016/j.prostr.2023.07.104 .

Momčilović, Nikola, Ilić, Nemanja, Kalajdžić, Milan, Ivošević, Špiro, Petrović, Ana, "Pitting and uniform corrosion effects on ultimate strength of a  bulk carrier" in Procedia Structural Integrity, 48 (2023):12-18,
https://doi.org/10.1016/j.prostr.2023.07.104 . .

TY  - CONF
AU  - Petrović, Ana
AU  - Momčilović, Nikola
AU  - Aranđelović, Mihajlo
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7287
AB  - Traditional approach in construction designing and structural integrity assessment implies
numerical calculations performed on the construction including construction elements that affect
rigidity and strength, without welded joints. That structure is evaluated in elastic response, and the
results are compared to yield strength, as shown in [1]. That approach is good enough for workloads
for most of the constructions. In that scenario, sudden overloading that led to structural collapse is
neglected. In those scenarios, within the plastic deformation domain, the differences in mechanical
properties of welded joint regions have vast influence to structural integrity. Mechanical properties
of welded joint regions are obtained using inverse methodology, that is mentioned in [2]. That
methodology included tensile testing of a specimen containing welded joint. During the experiment
strain field was continuously measured using stereo cameras, and results are processed using system
based on Digital Image Correlation. Numerical computational model of test specimen is formed using
the same parameters, as in the experiment (shape of welded joint, boundary conditions, loads, etc.).
To improve numerical model, deformations of all regions of welded joint (base material, weld metal,
and heat affected zone) are imported into numerical model. Consequently, material properties of all
three welded joint regions were obtained. Material properties are then used in analysis of welded joint
influence to structural integrity of several constructions, such as pipeline, pressure vessel, bucket
wheel excavator computational models. For all those constructions, two computational models are
made, the one without (classical approach) and the other containing welded joints. Results showed
that there is no difference between the two computational models during service operations (elastic
structural behaviour). However, within the plastic deformation domain, the differences between the
models are considerable. As extension of this research, plans are to perform experiments on real
constructions containing welded joints, applying the same inverse methodology. In that way,
considerable influence of mechanical properties of welded joint regions to structural integrity will be
confirmed. Also, dependence coefficient between tensile testing specimen and the real welded joint
regions on the real constructions can be formulated
C3  - ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering
T1  - Case-Study: Mechanical Properties of Welded Joint Regions Effects on Structural Integrity Assessment
SP  - 87
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7287
ER  - 

@conference{
author = "Petrović, Ana and Momčilović, Nikola and Aranđelović, Mihajlo",
year = "2023",
abstract = "Traditional approach in construction designing and structural integrity assessment implies
numerical calculations performed on the construction including construction elements that affect
rigidity and strength, without welded joints. That structure is evaluated in elastic response, and the
results are compared to yield strength, as shown in [1]. That approach is good enough for workloads
for most of the constructions. In that scenario, sudden overloading that led to structural collapse is
neglected. In those scenarios, within the plastic deformation domain, the differences in mechanical
properties of welded joint regions have vast influence to structural integrity. Mechanical properties
of welded joint regions are obtained using inverse methodology, that is mentioned in [2]. That
methodology included tensile testing of a specimen containing welded joint. During the experiment
strain field was continuously measured using stereo cameras, and results are processed using system
based on Digital Image Correlation. Numerical computational model of test specimen is formed using
the same parameters, as in the experiment (shape of welded joint, boundary conditions, loads, etc.).
To improve numerical model, deformations of all regions of welded joint (base material, weld metal,
and heat affected zone) are imported into numerical model. Consequently, material properties of all
three welded joint regions were obtained. Material properties are then used in analysis of welded joint
influence to structural integrity of several constructions, such as pipeline, pressure vessel, bucket
wheel excavator computational models. For all those constructions, two computational models are
made, the one without (classical approach) and the other containing welded joints. Results showed
that there is no difference between the two computational models during service operations (elastic
structural behaviour). However, within the plastic deformation domain, the differences between the
models are considerable. As extension of this research, plans are to perform experiments on real
constructions containing welded joints, applying the same inverse methodology. In that way,
considerable influence of mechanical properties of welded joint regions to structural integrity will be
confirmed. Also, dependence coefficient between tensile testing specimen and the real welded joint
regions on the real constructions can be formulated",
journal = "ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering",
title = "Case-Study: Mechanical Properties of Welded Joint Regions Effects on Structural Integrity Assessment",
pages = "87",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7287"
}

Petrović, A., Momčilović, N.,& Aranđelović, M.. (2023). Case-Study: Mechanical Properties of Welded Joint Regions Effects on Structural Integrity Assessment. in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering, 87.
https://hdl.handle.net/21.15107/rcub_machinery_7287

Petrović A, Momčilović N, Aranđelović M. Case-Study: Mechanical Properties of Welded Joint Regions Effects on Structural Integrity Assessment. in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering. 2023;:87.
https://hdl.handle.net/21.15107/rcub_machinery_7287 .

Petrović, Ana, Momčilović, Nikola, Aranđelović, Mihajlo, "Case-Study: Mechanical Properties of Welded Joint Regions Effects on Structural Integrity Assessment" in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering (2023):87,
https://hdl.handle.net/21.15107/rcub_machinery_7287 .

TY  - CONF
AU  - Miladinov, Milan
AU  - Sedmak, Simon
AU  - Đorđević, Branislav
AU  - Petrović, Ana
AU  - Vučetić, Filip
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7285
C3  - ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering
T1  - Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator
SP  - 67
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7285
ER  - 

@conference{
author = "Miladinov, Milan and Sedmak, Simon and Đorđević, Branislav and Petrović, Ana and Vučetić, Filip",
year = "2023",
journal = "ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering",
title = "Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator",
pages = "67",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7285"
}

Miladinov, M., Sedmak, S., Đorđević, B., Petrović, A.,& Vučetić, F.. (2023). Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator. in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering, 67.
https://hdl.handle.net/21.15107/rcub_machinery_7285

Miladinov M, Sedmak S, Đorđević B, Petrović A, Vučetić F. Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator. in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering. 2023;:67.
https://hdl.handle.net/21.15107/rcub_machinery_7285 .

Miladinov, Milan, Sedmak, Simon, Đorđević, Branislav, Petrović, Ana, Vučetić, Filip, "Damage Analysis on Tooth Gear Ring of a Bucket-Wheel Excavator" in ISCAME - 9th International Scientific Conference on Advances in Mechanical Engineering (2023):67,
https://hdl.handle.net/21.15107/rcub_machinery_7285 .

TY  - CONF
AU  - Janković, Milan
AU  - Petrović, Ana
AU  - Lojpur, Vesna
AU  - Dikić, Stefan
AU  - Miloš, Marko
AU  - Balać, Igor
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7317
PB  - Belgrade : Materials Research Society of Serbia
C3  - TWENTY-THIRD ANNUALCONFERENCE YUCOMAT 2022 & TWELFTH WORLD ROUND TABLE CONFERENCE ON SINTERING XII WRTCS, Program and the Book of Abstracts, Herceg Novi, Montenegro August 29 - September 2, 2
T1  - Experimental evaluation of mechanical anisotropic material behaviour of carbon reinforced PET-G material
EP  - 81
SP  - 81
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7317
ER  - 

@conference{
author = "Janković, Milan and Petrović, Ana and Lojpur, Vesna and Dikić, Stefan and Miloš, Marko and Balać, Igor",
year = "2022",
publisher = "Belgrade : Materials Research Society of Serbia",
journal = "TWENTY-THIRD ANNUALCONFERENCE YUCOMAT 2022 & TWELFTH WORLD ROUND TABLE CONFERENCE ON SINTERING XII WRTCS, Program and the Book of Abstracts, Herceg Novi, Montenegro August 29 - September 2, 2",
title = "Experimental evaluation of mechanical anisotropic material behaviour of carbon reinforced PET-G material",
pages = "81-81",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7317"
}

Janković, M., Petrović, A., Lojpur, V., Dikić, S., Miloš, M.,& Balać, I.. (2022). Experimental evaluation of mechanical anisotropic material behaviour of carbon reinforced PET-G material. in TWENTY-THIRD ANNUALCONFERENCE YUCOMAT 2022 & TWELFTH WORLD ROUND TABLE CONFERENCE ON SINTERING XII WRTCS, Program and the Book of Abstracts, Herceg Novi, Montenegro August 29 - September 2, 2
Belgrade : Materials Research Society of Serbia., 81-81.
https://hdl.handle.net/21.15107/rcub_machinery_7317

Janković M, Petrović A, Lojpur V, Dikić S, Miloš M, Balać I. Experimental evaluation of mechanical anisotropic material behaviour of carbon reinforced PET-G material. in TWENTY-THIRD ANNUALCONFERENCE YUCOMAT 2022 & TWELFTH WORLD ROUND TABLE CONFERENCE ON SINTERING XII WRTCS, Program and the Book of Abstracts, Herceg Novi, Montenegro August 29 - September 2, 2. 2022;:81-81.
https://hdl.handle.net/21.15107/rcub_machinery_7317 .

Janković, Milan, Petrović, Ana, Lojpur, Vesna, Dikić, Stefan, Miloš, Marko, Balać, Igor, "Experimental evaluation of mechanical anisotropic material behaviour of carbon reinforced PET-G material" in TWENTY-THIRD ANNUALCONFERENCE YUCOMAT 2022 & TWELFTH WORLD ROUND TABLE CONFERENCE ON SINTERING XII WRTCS, Program and the Book of Abstracts, Herceg Novi, Montenegro August 29 - September 2, 2 (2022):81-81,
https://hdl.handle.net/21.15107/rcub_machinery_7317 .

TY  - CONF
AU  - Petrović, Ana
AU  - Li, Wei
AU  - Trišović, Nataša
AU  - Momčilović, Nikola
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6110
AB  - There are numeruos examples of failure of responsible parts of steel structures.
When failure occurs, series of procedures are performed in order to obtain the cause of
failure and to repair the damage. However, prevention of failure should be given higher
importance. That means that one can predict reaction of construction in any unexpected
circumstances, having owerall knowledge about construction. Actually, dynamic
reanalysis method and model testing could give comprehensive insight into structural
behavior of construction. Dynamic reanalysis method implies that the stress is not the
only indicator of weak points in structural design. One should know modal shapes and
natural frequencies, and distribution of potential and kinetic energy in the main modes.
In fact, the main mode shapes show how the structure behaves under some possible
load. Reanalysis method is based on distribution (of difference) of kinetic and potential
energy and involves the transformation of the existing models in the new (better) one.
Model testing represents one of the solutions to obtain the whole picture of
construction behavior and includes creation of sub-scaled model in order to anticipate
the behavior of the real construction, regarding the behavior of the model. Model
testing enables to predict the stresses and deformations, and dynamic behaviour of the
real structure regarding the stresses and deformations of the model, and testing on the
model instead of the actual construction results in a great saving of money and time.
Once again, dynamic reanalysis method and model testing give owerall knowledge
about construction.
C3  - 10th International Conference of Applied Science, Banja Luka
T1  - Solving Practical Engineering Problems of Structural Strength-Application of Dynamic Reanalysis Method and Model Testing
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6110
ER  - 

@conference{
author = "Petrović, Ana and Li, Wei and Trišović, Nataša and Momčilović, Nikola",
year = "2022",
abstract = "There are numeruos examples of failure of responsible parts of steel structures.
When failure occurs, series of procedures are performed in order to obtain the cause of
failure and to repair the damage. However, prevention of failure should be given higher
importance. That means that one can predict reaction of construction in any unexpected
circumstances, having owerall knowledge about construction. Actually, dynamic
reanalysis method and model testing could give comprehensive insight into structural
behavior of construction. Dynamic reanalysis method implies that the stress is not the
only indicator of weak points in structural design. One should know modal shapes and
natural frequencies, and distribution of potential and kinetic energy in the main modes.
In fact, the main mode shapes show how the structure behaves under some possible
load. Reanalysis method is based on distribution (of difference) of kinetic and potential
energy and involves the transformation of the existing models in the new (better) one.
Model testing represents one of the solutions to obtain the whole picture of
construction behavior and includes creation of sub-scaled model in order to anticipate
the behavior of the real construction, regarding the behavior of the model. Model
testing enables to predict the stresses and deformations, and dynamic behaviour of the
real structure regarding the stresses and deformations of the model, and testing on the
model instead of the actual construction results in a great saving of money and time.
Once again, dynamic reanalysis method and model testing give owerall knowledge
about construction.",
journal = "10th International Conference of Applied Science, Banja Luka",
title = "Solving Practical Engineering Problems of Structural Strength-Application of Dynamic Reanalysis Method and Model Testing",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6110"
}

Petrović, A., Li, W., Trišović, N.,& Momčilović, N.. (2022). Solving Practical Engineering Problems of Structural Strength-Application of Dynamic Reanalysis Method and Model Testing. in 10th International Conference of Applied Science, Banja Luka.
https://hdl.handle.net/21.15107/rcub_machinery_6110

Petrović A, Li W, Trišović N, Momčilović N. Solving Practical Engineering Problems of Structural Strength-Application of Dynamic Reanalysis Method and Model Testing. in 10th International Conference of Applied Science, Banja Luka. 2022;.
https://hdl.handle.net/21.15107/rcub_machinery_6110 .

Petrović, Ana, Li, Wei, Trišović, Nataša, Momčilović, Nikola, "Solving Practical Engineering Problems of Structural Strength-Application of Dynamic Reanalysis Method and Model Testing" in 10th International Conference of Applied Science, Banja Luka (2022),
https://hdl.handle.net/21.15107/rcub_machinery_6110 .

TY  - BOOK
AU  - Petrović, Ana
AU  - Milovančević, Milorad
AU  - Dunjić, Momčilo
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6510
PB  - Универзитет у Београду, Машински факултет
T1  - Отпорност материјала : збирка задатака : са детаљним упутствима за њихово решавање
EP  - 192
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6510
ER  - 

@book{
author = "Petrović, Ana and Milovančević, Milorad and Dunjić, Momčilo",
year = "2022",
publisher = "Универзитет у Београду, Машински факултет",
title = "Отпорност материјала : збирка задатака : са детаљним упутствима за њихово решавање",
pages = "192-1",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6510"
}

Petrović, A., Milovančević, M.,& Dunjić, M.. (2022). Отпорност материјала : збирка задатака : са детаљним упутствима за њихово решавање. 
Универзитет у Београду, Машински факултет., 1-192.
https://hdl.handle.net/21.15107/rcub_machinery_6510

Petrović A, Milovančević M, Dunjić M. Отпорност материјала : збирка задатака : са детаљним упутствима за њихово решавање. 2022;:1-192.
https://hdl.handle.net/21.15107/rcub_machinery_6510 .

Petrović, Ana, Milovančević, Milorad, Dunjić, Momčilo, "Отпорност материјала : збирка задатака : са детаљним упутствима за њихово решавање" (2022):1-192,
https://hdl.handle.net/21.15107/rcub_machinery_6510 .

TY  - CONF
AU  - Aranđelović, Mihajlo
AU  - Sedmak, Simon
AU  - Jovičić, Radomir
AU  - Sedmak, Aleksandar
AU  - Petrović, Ana
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6019
C3  - ECF23, European Conference on Fracture 2022, Book of abstracts
T1  - Structural integrity of welded joints with different defect combinations–previous studies
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6019
ER  - 

@conference{
author = "Aranđelović, Mihajlo and Sedmak, Simon and Jovičić, Radomir and Sedmak, Aleksandar and Petrović, Ana",
year = "2022",
journal = "ECF23, European Conference on Fracture 2022, Book of abstracts",
title = "Structural integrity of welded joints with different defect combinations–previous studies",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6019"
}

Aranđelović, M., Sedmak, S., Jovičić, R., Sedmak, A.,& Petrović, A.. (2022). Structural integrity of welded joints with different defect combinations–previous studies. in ECF23, European Conference on Fracture 2022, Book of abstracts.
https://hdl.handle.net/21.15107/rcub_machinery_6019

Aranđelović M, Sedmak S, Jovičić R, Sedmak A, Petrović A. Structural integrity of welded joints with different defect combinations–previous studies. in ECF23, European Conference on Fracture 2022, Book of abstracts. 2022;.
https://hdl.handle.net/21.15107/rcub_machinery_6019 .

Aranđelović, Mihajlo, Sedmak, Simon, Jovičić, Radomir, Sedmak, Aleksandar, Petrović, Ana, "Structural integrity of welded joints with different defect combinations–previous studies" in ECF23, European Conference on Fracture 2022, Book of abstracts (2022),
https://hdl.handle.net/21.15107/rcub_machinery_6019 .

TY  - CONF
AU  - Aranđelović, Mihajlo
AU  - Sedmak, Simon
AU  - Jovičić, Radomir
AU  - Petrović, Ana
AU  - Dikić, Stefan
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6017
C3  - ECF23, European Conference on Fracture 2022, Procedia Structural Integrity
T1  - Optimisation of numerical models of welded joints with multiple defect combinations
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6017
ER  - 

@conference{
author = "Aranđelović, Mihajlo and Sedmak, Simon and Jovičić, Radomir and Petrović, Ana and Dikić, Stefan",
year = "2022",
journal = "ECF23, European Conference on Fracture 2022, Procedia Structural Integrity",
title = "Optimisation of numerical models of welded joints with multiple defect combinations",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6017"
}

Aranđelović, M., Sedmak, S., Jovičić, R., Petrović, A.,& Dikić, S.. (2022). Optimisation of numerical models of welded joints with multiple defect combinations. in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity.
https://hdl.handle.net/21.15107/rcub_machinery_6017

Aranđelović M, Sedmak S, Jovičić R, Petrović A, Dikić S. Optimisation of numerical models of welded joints with multiple defect combinations. in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity. 2022;.
https://hdl.handle.net/21.15107/rcub_machinery_6017 .

Aranđelović, Mihajlo, Sedmak, Simon, Jovičić, Radomir, Petrović, Ana, Dikić, Stefan, "Optimisation of numerical models of welded joints with multiple defect combinations" in ECF23, European Conference on Fracture 2022, Procedia Structural Integrity (2022),
https://hdl.handle.net/21.15107/rcub_machinery_6017 .

TY  - JOUR
AU  - Petrović, Ana
AU  - Momčilović, Nikola
AU  - Sedmak, Simon
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/4244
AB  - Structural analysis of large structures such as bucket wheel excavators (BWE) are generally performed using the finite element analysis and assessed according to the portion of the material's yielding limit. Consequently, a structure is evaluated just by the maximum stress at the specific location. In order to address the whole structural response of the object, this paper introduces a reliability-based structural evaluation presented on a case study of the BWE SchRs 630. Although the BWE reliability has been explored in literature, most of the research was based on data obtained from failure of systems and structure, over the years. Nevertheless, this investigation is dividing the pure structural from the system failure by mapping and analyzing the specific structural zones of the BWE. Finite element method obtained randomized stresses (i.e., D – demand of the structure) in a structure are categorized as independent variables and modeled using probability density function. The same is performed in case of the criterion – yield strength of the structure's material (i.e., C – capacity of the structure). Furthermore, yield strength distribution itself is evaluated according to the industry's practice meaning that mean value of the yield stress is to be reduced when used as a criterion for the stress assessments. Therefore, a margin function is analyzed according to the equation: M = C – D. Consequently, the structure is assessed as a whole through the introduction of the reliability index based on stresses. Such evaluation could enable comparison between the corresponding and similar structures in terms their structural response in more holistic manner.
T2  - Procedia Structural Integrity
T1  - Reliability-based structural analysis of a bucket wheel excavator's load-bearing steel structure
EP  - 243
SP  - 236
VL  - 42
DO  - 10.1016/j.prostr.2022.12.029
ER  - 

@article{
author = "Petrović, Ana and Momčilović, Nikola and Sedmak, Simon",
year = "2022",
abstract = "Structural analysis of large structures such as bucket wheel excavators (BWE) are generally performed using the finite element analysis and assessed according to the portion of the material's yielding limit. Consequently, a structure is evaluated just by the maximum stress at the specific location. In order to address the whole structural response of the object, this paper introduces a reliability-based structural evaluation presented on a case study of the BWE SchRs 630. Although the BWE reliability has been explored in literature, most of the research was based on data obtained from failure of systems and structure, over the years. Nevertheless, this investigation is dividing the pure structural from the system failure by mapping and analyzing the specific structural zones of the BWE. Finite element method obtained randomized stresses (i.e., D – demand of the structure) in a structure are categorized as independent variables and modeled using probability density function. The same is performed in case of the criterion – yield strength of the structure's material (i.e., C – capacity of the structure). Furthermore, yield strength distribution itself is evaluated according to the industry's practice meaning that mean value of the yield stress is to be reduced when used as a criterion for the stress assessments. Therefore, a margin function is analyzed according to the equation: M = C – D. Consequently, the structure is assessed as a whole through the introduction of the reliability index based on stresses. Such evaluation could enable comparison between the corresponding and similar structures in terms their structural response in more holistic manner.",
journal = "Procedia Structural Integrity",
title = "Reliability-based structural analysis of a bucket wheel excavator's load-bearing steel structure",
pages = "243-236",
volume = "42",
doi = "10.1016/j.prostr.2022.12.029"
}

Petrović, A., Momčilović, N.,& Sedmak, S.. (2022). Reliability-based structural analysis of a bucket wheel excavator's load-bearing steel structure. in Procedia Structural Integrity, 42, 236-243.
https://doi.org/10.1016/j.prostr.2022.12.029

Petrović A, Momčilović N, Sedmak S. Reliability-based structural analysis of a bucket wheel excavator's load-bearing steel structure. in Procedia Structural Integrity. 2022;42:236-243.
doi:10.1016/j.prostr.2022.12.029 .

Petrović, Ana, Momčilović, Nikola, Sedmak, Simon, "Reliability-based structural analysis of a bucket wheel excavator's load-bearing steel structure" in Procedia Structural Integrity, 42 (2022):236-243,
https://doi.org/10.1016/j.prostr.2022.12.029 . .

TY  - CONF
AU  - Aranđelović, Mihajlo
AU  - Petrović, Ana
AU  - Đorđević, Branislav
AU  - Sedmak, Simon
AU  - Sedmak, Aleksandar
AU  - Dikić, Stefan
AU  - Jovičić, Radomir
PY  - 2022
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6029
C3  - CIBv 2022 International Scientific Conference on Civil Engineering and Building Services
T1  - Effects of Multiple Defects on Welded Joint Behaviour Under the Uniaxial Tensile Loadring: Numerical and Experimental Approach
SP  - 98
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6029
ER  - 

@conference{
author = "Aranđelović, Mihajlo and Petrović, Ana and Đorđević, Branislav and Sedmak, Simon and Sedmak, Aleksandar and Dikić, Stefan and Jovičić, Radomir",
year = "2022",
journal = "CIBv 2022 International Scientific Conference on Civil Engineering and Building Services",
title = "Effects of Multiple Defects on Welded Joint Behaviour Under the Uniaxial Tensile Loadring: Numerical and Experimental Approach",
pages = "98",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6029"
}

Aranđelović, M., Petrović, A., Đorđević, B., Sedmak, S., Sedmak, A., Dikić, S.,& Jovičić, R.. (2022). Effects of Multiple Defects on Welded Joint Behaviour Under the Uniaxial Tensile Loadring: Numerical and Experimental Approach. in CIBv 2022 International Scientific Conference on Civil Engineering and Building Services, 98.
https://hdl.handle.net/21.15107/rcub_machinery_6029

Aranđelović M, Petrović A, Đorđević B, Sedmak S, Sedmak A, Dikić S, Jovičić R. Effects of Multiple Defects on Welded Joint Behaviour Under the Uniaxial Tensile Loadring: Numerical and Experimental Approach. in CIBv 2022 International Scientific Conference on Civil Engineering and Building Services. 2022;:98.
https://hdl.handle.net/21.15107/rcub_machinery_6029 .

Aranđelović, Mihajlo, Petrović, Ana, Đorđević, Branislav, Sedmak, Simon, Sedmak, Aleksandar, Dikić, Stefan, Jovičić, Radomir, "Effects of Multiple Defects on Welded Joint Behaviour Under the Uniaxial Tensile Loadring: Numerical and Experimental Approach" in CIBv 2022 International Scientific Conference on Civil Engineering and Building Services (2022):98,
https://hdl.handle.net/21.15107/rcub_machinery_6029 .