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  - JOUR
AU  - Sghayer, Abulgasem
AU  - Grbović, Aleksandar
AU  - Sedmak, Aleksandar
AU  - Dinulović, Mirko
AU  - Grozdanović, Ines
AU  - Sedmak, Simon
AU  - Petrovski, Blagoj
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2758
AB  - Experimental and numerical analysis of fatigue crack growth in integral skin-stringer panels, produced by means of laser beam welding (LBW), is performed. Since this type of panel is used in airframe construction, fatigue and damage tolerance is of paramount importance, since aircrafts must be tolerant to relatively large fatigue cracks. Firstly, using extended finite element method (XFEM), the fatigue crack growth on the simple flat plate made of AL-AA 6156T6/ 2.8 mm was simulated, and results were compared with values obtained in the experiment. The same approach was taken to simulate the fatigue behaviour and crack propagation of the real skinstringer panel (four stringers, laser beam welded). It was found that the results obtained for stress intensity factors (SIFs) KI, KII, KIII and Keff along the crack front, are close to the experimental results, leading to conclusion that the XFEM method can be successfully used in prediction of fatigue life of complex airframe structures, such as laserbeam welded skin-stringer panels.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Experimental and Numerical Analysis of Fatigue Crack Growth in Integral Skin-Stringer Panels
EP  - 791
IS  - 3
SP  - 785
VL  - 25
DO  - 10.17559/TV-20170308110329
ER  - 

@article{
author = "Sghayer, Abulgasem and Grbović, Aleksandar and Sedmak, Aleksandar and Dinulović, Mirko and Grozdanović, Ines and Sedmak, Simon and Petrovski, Blagoj",
year = "2018",
abstract = "Experimental and numerical analysis of fatigue crack growth in integral skin-stringer panels, produced by means of laser beam welding (LBW), is performed. Since this type of panel is used in airframe construction, fatigue and damage tolerance is of paramount importance, since aircrafts must be tolerant to relatively large fatigue cracks. Firstly, using extended finite element method (XFEM), the fatigue crack growth on the simple flat plate made of AL-AA 6156T6/ 2.8 mm was simulated, and results were compared with values obtained in the experiment. The same approach was taken to simulate the fatigue behaviour and crack propagation of the real skinstringer panel (four stringers, laser beam welded). It was found that the results obtained for stress intensity factors (SIFs) KI, KII, KIII and Keff along the crack front, are close to the experimental results, leading to conclusion that the XFEM method can be successfully used in prediction of fatigue life of complex airframe structures, such as laserbeam welded skin-stringer panels.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Experimental and Numerical Analysis of Fatigue Crack Growth in Integral Skin-Stringer Panels",
pages = "791-785",
number = "3",
volume = "25",
doi = "10.17559/TV-20170308110329"
}

Sghayer, A., Grbović, A., Sedmak, A., Dinulović, M., Grozdanović, I., Sedmak, S.,& Petrovski, B.. (2018). Experimental and Numerical Analysis of Fatigue Crack Growth in Integral Skin-Stringer Panels. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 25(3), 785-791.
https://doi.org/10.17559/TV-20170308110329

Sghayer A, Grbović A, Sedmak A, Dinulović M, Grozdanović I, Sedmak S, Petrovski B. Experimental and Numerical Analysis of Fatigue Crack Growth in Integral Skin-Stringer Panels. in Tehnički vjesnik. 2018;25(3):785-791.
doi:10.17559/TV-20170308110329 .

Sghayer, Abulgasem, Grbović, Aleksandar, Sedmak, Aleksandar, Dinulović, Mirko, Grozdanović, Ines, Sedmak, Simon, Petrovski, Blagoj, "Experimental and Numerical Analysis of Fatigue Crack Growth in Integral Skin-Stringer Panels" in Tehnički vjesnik, 25, no. 3 (2018):785-791,
https://doi.org/10.17559/TV-20170308110329 . .

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  - Trišović, Nataša
AU  - Li, Wei
AU  - Mladenović, Nikola
AU  - Jeremić, Olivera
AU  - Grozdanović, Ines
AU  - Petrović, Ana
PY  - 2017
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/5987
AB  - Sensitivity analysis is the study of changes in system response with respect to design parameters.
It is being used in a variety of engineering disciplines ranging from automatic control theory to
the analysis of large-scale physiological systems. Some of areas where sensitivity analysis has
been applied include: development of insensitive control systems, use in gradient-based
mathematical programming methods and approximation of system response to change in a system
parameter, assessment of design changes on system performance. Eigensensitivity analysis
represents a collection of mathematical methods for analyzing structures which is, within
dynamical modification, related to sensitivity of eigenvalues and eigenvectors. Therefore, the
application of sensitivity analysis is limited to construction of segments for which necessary
mathematical relations can be determined. If this is not possible, sensitivity analysis is only
partially applicable. Eigenvalue sensitivity analysis is useful when resonant frequencies need to
be restricted. Different methods for analyzing structural eigensensitivity are considered. An
example is given to illustrate an optimization problem for a system with repeated frequencies.
C3  - Proceedings of the 6th International Congress of Serbian Society of Mechanics
T1  - Eigensensitivity andstructural optimization with accent on the repeated frequencies
IS  - S6d
UR  - https://hdl.handle.net/21.15107/rcub_machinery_5987
ER  - 

@conference{
author = "Trišović, Nataša and Li, Wei and Mladenović, Nikola and Jeremić, Olivera and Grozdanović, Ines and Petrović, Ana",
year = "2017",
abstract = "Sensitivity analysis is the study of changes in system response with respect to design parameters.
It is being used in a variety of engineering disciplines ranging from automatic control theory to
the analysis of large-scale physiological systems. Some of areas where sensitivity analysis has
been applied include: development of insensitive control systems, use in gradient-based
mathematical programming methods and approximation of system response to change in a system
parameter, assessment of design changes on system performance. Eigensensitivity analysis
represents a collection of mathematical methods for analyzing structures which is, within
dynamical modification, related to sensitivity of eigenvalues and eigenvectors. Therefore, the
application of sensitivity analysis is limited to construction of segments for which necessary
mathematical relations can be determined. If this is not possible, sensitivity analysis is only
partially applicable. Eigenvalue sensitivity analysis is useful when resonant frequencies need to
be restricted. Different methods for analyzing structural eigensensitivity are considered. An
example is given to illustrate an optimization problem for a system with repeated frequencies.",
journal = "Proceedings of the 6th International Congress of Serbian Society of Mechanics",
title = "Eigensensitivity andstructural optimization with accent on the repeated frequencies",
number = "S6d",
url = "https://hdl.handle.net/21.15107/rcub_machinery_5987"
}

Trišović, N., Li, W., Mladenović, N., Jeremić, O., Grozdanović, I.,& Petrović, A.. (2017). Eigensensitivity andstructural optimization with accent on the repeated frequencies. in Proceedings of the 6th International Congress of Serbian Society of Mechanics(S6d).
https://hdl.handle.net/21.15107/rcub_machinery_5987

Trišović N, Li W, Mladenović N, Jeremić O, Grozdanović I, Petrović A. Eigensensitivity andstructural optimization with accent on the repeated frequencies. in Proceedings of the 6th International Congress of Serbian Society of Mechanics. 2017;(S6d).
https://hdl.handle.net/21.15107/rcub_machinery_5987 .

Trišović, Nataša, Li, Wei, Mladenović, Nikola, Jeremić, Olivera, Grozdanović, Ines, Petrović, Ana, "Eigensensitivity andstructural optimization with accent on the repeated frequencies" in Proceedings of the 6th International Congress of Serbian Society of Mechanics, no. S6d (2017),
https://hdl.handle.net/21.15107/rcub_machinery_5987 .

TY  - JOUR
AU  - Petrović, Branko
AU  - Petrović, Ana
AU  - Ignjatović, Dragan
AU  - Grozdanović, Ines
AU  - Kozak, Dražan
AU  - Katinić, Marko
PY  - 2016
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2482
AB  - Bucket wheel boom represents the most loaded and the most responsible part of the excavator structure, participating only with 6 to 13 % in the entire excavator weight. Its length is selected depending on the technological requirements of mining deposit, and it has to be adjusted with the designed possibilities of the excavator. At the request of mining technology that is in compliance with the soil-mechanical properties of deposit, conditions for the selection of excavator optimal parameters are created, and therefore for determining the required length of the boom. In this paper, analysis of dynamic and static behaviour of boom extended from 1 to 10m with a step 1m was done. The maximum possible extension is defined as the aspect of the structural performance, dynamic behaviour and stress field. Finite Element Method (FEM) is used to obtain natural frequencies, displacements and stresses.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički vjesnik
T1  - Assessment of the maximum possible extension of bucket wheel schrs740 boom based on static and dynamic calculation
EP  - 1238
IS  - 4
SP  - 1233
VL  - 23
DO  - 10.17559/TV-20151123152659
ER  - 

@article{
author = "Petrović, Branko and Petrović, Ana and Ignjatović, Dragan and Grozdanović, Ines and Kozak, Dražan and Katinić, Marko",
year = "2016",
abstract = "Bucket wheel boom represents the most loaded and the most responsible part of the excavator structure, participating only with 6 to 13 % in the entire excavator weight. Its length is selected depending on the technological requirements of mining deposit, and it has to be adjusted with the designed possibilities of the excavator. At the request of mining technology that is in compliance with the soil-mechanical properties of deposit, conditions for the selection of excavator optimal parameters are created, and therefore for determining the required length of the boom. In this paper, analysis of dynamic and static behaviour of boom extended from 1 to 10m with a step 1m was done. The maximum possible extension is defined as the aspect of the structural performance, dynamic behaviour and stress field. Finite Element Method (FEM) is used to obtain natural frequencies, displacements and stresses.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički vjesnik",
title = "Assessment of the maximum possible extension of bucket wheel schrs740 boom based on static and dynamic calculation",
pages = "1238-1233",
number = "4",
volume = "23",
doi = "10.17559/TV-20151123152659"
}

Petrović, B., Petrović, A., Ignjatović, D., Grozdanović, I., Kozak, D.,& Katinić, M.. (2016). Assessment of the maximum possible extension of bucket wheel schrs740 boom based on static and dynamic calculation. in Tehnički vjesnik
Univ Osijek, Tech Fac, Slavonski Brod., 23(4), 1233-1238.
https://doi.org/10.17559/TV-20151123152659

Petrović B, Petrović A, Ignjatović D, Grozdanović I, Kozak D, Katinić M. Assessment of the maximum possible extension of bucket wheel schrs740 boom based on static and dynamic calculation. in Tehnički vjesnik. 2016;23(4):1233-1238.
doi:10.17559/TV-20151123152659 .

Petrović, Branko, Petrović, Ana, Ignjatović, Dragan, Grozdanović, Ines, Kozak, Dražan, Katinić, Marko, "Assessment of the maximum possible extension of bucket wheel schrs740 boom based on static and dynamic calculation" in Tehnički vjesnik, 23, no. 4 (2016):1233-1238,
https://doi.org/10.17559/TV-20151123152659 . .

TY  - CONF
AU  - Petrović, Ana
AU  - Trišović, Nataša
AU  - Maneski, Taško
AU  - Golubović, Zoran
AU  - Milošević-Mitić, Vesna
AU  - Grozdanović, Ines
AU  - Li, Wei
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/5996
AB  - Dynamic modification of structures involves the transformation of an existing model in the
new one, which has better behavior and higher accuracy in comparison with the existing. The
main objective of a dynamic modification of the construction is to increase the first natural
frequency, and that the gap between adjacent frequencies is as big as possible. This paper focuses
on the improvement of dynamic characteristics of a tubular collector in one substation. It is
shown how change of boundary conditions and the geometry of the cross section can improve
dynamic characteristics of the structure. In this analysis the finite element method is used for
calculating the natural frequencies, potential and kinetic energy in each node. In the particular
case of a tube collector is confirmed once again, what was well known, that the change in the way
of support (boundary conditions) is the most efficient way of dynamic modification. Additionally
is shown one way to increase the dynamic stiffness while reducing the weight of the whole
structure by choosing the right cross-section.
C3  - Proceedings of the 5th International Congress of Serbian Society of Mechanics
T1  - Structural dynamic modification of a tubular collector
IS  - S3d
UR  - https://hdl.handle.net/21.15107/rcub_machinery_5996
ER  - 

@conference{
author = "Petrović, Ana and Trišović, Nataša and Maneski, Taško and Golubović, Zoran and Milošević-Mitić, Vesna and Grozdanović, Ines and Li, Wei",
year = "2015",
abstract = "Dynamic modification of structures involves the transformation of an existing model in the
new one, which has better behavior and higher accuracy in comparison with the existing. The
main objective of a dynamic modification of the construction is to increase the first natural
frequency, and that the gap between adjacent frequencies is as big as possible. This paper focuses
on the improvement of dynamic characteristics of a tubular collector in one substation. It is
shown how change of boundary conditions and the geometry of the cross section can improve
dynamic characteristics of the structure. In this analysis the finite element method is used for
calculating the natural frequencies, potential and kinetic energy in each node. In the particular
case of a tube collector is confirmed once again, what was well known, that the change in the way
of support (boundary conditions) is the most efficient way of dynamic modification. Additionally
is shown one way to increase the dynamic stiffness while reducing the weight of the whole
structure by choosing the right cross-section.",
journal = "Proceedings of the 5th International Congress of Serbian Society of Mechanics",
title = "Structural dynamic modification of a tubular collector",
number = "S3d",
url = "https://hdl.handle.net/21.15107/rcub_machinery_5996"
}

Petrović, A., Trišović, N., Maneski, T., Golubović, Z., Milošević-Mitić, V., Grozdanović, I.,& Li, W.. (2015). Structural dynamic modification of a tubular collector. in Proceedings of the 5th International Congress of Serbian Society of Mechanics(S3d).
https://hdl.handle.net/21.15107/rcub_machinery_5996

Petrović A, Trišović N, Maneski T, Golubović Z, Milošević-Mitić V, Grozdanović I, Li W. Structural dynamic modification of a tubular collector. in Proceedings of the 5th International Congress of Serbian Society of Mechanics. 2015;(S3d).
https://hdl.handle.net/21.15107/rcub_machinery_5996 .

Petrović, Ana, Trišović, Nataša, Maneski, Taško, Golubović, Zoran, Milošević-Mitić, Vesna, Grozdanović, Ines, Li, Wei, "Structural dynamic modification of a tubular collector" in Proceedings of the 5th International Congress of Serbian Society of Mechanics, no. S3d (2015),
https://hdl.handle.net/21.15107/rcub_machinery_5996 .

TY  - CONF
AU  - Petrović, Branko
AU  - Petrović, Ana
AU  - Ignjatović, Dragan
AU  - Grozdanović, Ines
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/5994
AB  - Bucket wheel boom represents the most loaded
and the most responsible part of the excavator
structure, participating only with 6 to 13% in the
entire excavator weight. Its length is selected
depending on the technological requirements of
mining deposit, and it has to be adjusted with the
designed possibilities of the excavator. At the
request of mining technology that is in compliance
with the soil-mechanical properties of deposit,
conditions are created for the selection of
excavator optimal parameters, and therefore to
determine the required length of the boom. In this
paper, analysis of dynamic and static behavior of
boom extended from 1 to 10m with a step 1m was
done. The maximum possible extension is defined
as the aspect of structural performance, dynamic
behavior and stress field. Finite Element Method
(FEM) is used to obtain natural frequencies,
displacements and stresses.
C3  - Proceedings of TEAM 2015, 7th International Scientific and Expert Conference of the International TEAM Society
T1  - Dynamic behavior and stress field of excavator SchRs740 extended boom
EP  - 348
SP  - 345
UR  - https://hdl.handle.net/21.15107/rcub_machinery_5994
ER  - 

@conference{
author = "Petrović, Branko and Petrović, Ana and Ignjatović, Dragan and Grozdanović, Ines",
year = "2015",
abstract = "Bucket wheel boom represents the most loaded
and the most responsible part of the excavator
structure, participating only with 6 to 13% in the
entire excavator weight. Its length is selected
depending on the technological requirements of
mining deposit, and it has to be adjusted with the
designed possibilities of the excavator. At the
request of mining technology that is in compliance
with the soil-mechanical properties of deposit,
conditions are created for the selection of
excavator optimal parameters, and therefore to
determine the required length of the boom. In this
paper, analysis of dynamic and static behavior of
boom extended from 1 to 10m with a step 1m was
done. The maximum possible extension is defined
as the aspect of structural performance, dynamic
behavior and stress field. Finite Element Method
(FEM) is used to obtain natural frequencies,
displacements and stresses.",
journal = "Proceedings of TEAM 2015, 7th International Scientific and Expert Conference of the International TEAM Society",
title = "Dynamic behavior and stress field of excavator SchRs740 extended boom",
pages = "348-345",
url = "https://hdl.handle.net/21.15107/rcub_machinery_5994"
}

Petrović, B., Petrović, A., Ignjatović, D.,& Grozdanović, I.. (2015). Dynamic behavior and stress field of excavator SchRs740 extended boom. in Proceedings of TEAM 2015, 7th International Scientific and Expert Conference of the International TEAM Society, 345-348.
https://hdl.handle.net/21.15107/rcub_machinery_5994

Petrović B, Petrović A, Ignjatović D, Grozdanović I. Dynamic behavior and stress field of excavator SchRs740 extended boom. in Proceedings of TEAM 2015, 7th International Scientific and Expert Conference of the International TEAM Society. 2015;:345-348.
https://hdl.handle.net/21.15107/rcub_machinery_5994 .

Petrović, Branko, Petrović, Ana, Ignjatović, Dragan, Grozdanović, Ines, "Dynamic behavior and stress field of excavator SchRs740 extended boom" in Proceedings of TEAM 2015, 7th International Scientific and Expert Conference of the International TEAM Society (2015):345-348,
https://hdl.handle.net/21.15107/rcub_machinery_5994 .

TY  - JOUR
AU  - Grozdanović, Ines
AU  - Todorović, Kristina
AU  - Vasović, Nebojša
AU  - Burić, Nikola
AU  - Trišović, Nataša
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2227
AB  - Numerical study of variations in coherence of spike trains produced by two stochastically perturbed FitzHugh-Nagumo excitable systems with internal and coupling time-delays is performed. Both, the internal time-delay and the interaction time-delay in some domains of values can substantially increase the coherence but the interplay of the two delays can also lead to quite incoherent spike trains. Numerically observed dependence of the coherence on the delays is qualitatively explained by considering the bifurcations in the system caused by the variations of the values of the internal and the interaction time-lags.
PB  - Pergamon-Elsevier Science Ltd, Oxford
T2  - International Journal of Non-Linear Mechanics
T1  - Interplay between internal delays and coherent oscillations in delayed coupled noisy excitable systems
EP  - 127
SP  - 121
VL  - 73
DO  - 10.1016/j.ijnonlinmec.2014.11.010
ER  - 

@article{
author = "Grozdanović, Ines and Todorović, Kristina and Vasović, Nebojša and Burić, Nikola and Trišović, Nataša",
year = "2015",
abstract = "Numerical study of variations in coherence of spike trains produced by two stochastically perturbed FitzHugh-Nagumo excitable systems with internal and coupling time-delays is performed. Both, the internal time-delay and the interaction time-delay in some domains of values can substantially increase the coherence but the interplay of the two delays can also lead to quite incoherent spike trains. Numerically observed dependence of the coherence on the delays is qualitatively explained by considering the bifurcations in the system caused by the variations of the values of the internal and the interaction time-lags.",
publisher = "Pergamon-Elsevier Science Ltd, Oxford",
journal = "International Journal of Non-Linear Mechanics",
title = "Interplay between internal delays and coherent oscillations in delayed coupled noisy excitable systems",
pages = "127-121",
volume = "73",
doi = "10.1016/j.ijnonlinmec.2014.11.010"
}

Grozdanović, I., Todorović, K., Vasović, N., Burić, N.,& Trišović, N.. (2015). Interplay between internal delays and coherent oscillations in delayed coupled noisy excitable systems. in International Journal of Non-Linear Mechanics
Pergamon-Elsevier Science Ltd, Oxford., 73, 121-127.
https://doi.org/10.1016/j.ijnonlinmec.2014.11.010

Grozdanović I, Todorović K, Vasović N, Burić N, Trišović N. Interplay between internal delays and coherent oscillations in delayed coupled noisy excitable systems. in International Journal of Non-Linear Mechanics. 2015;73:121-127.
doi:10.1016/j.ijnonlinmec.2014.11.010 .

Grozdanović, Ines, Todorović, Kristina, Vasović, Nebojša, Burić, Nikola, Trišović, Nataša, "Interplay between internal delays and coherent oscillations in delayed coupled noisy excitable systems" in International Journal of Non-Linear Mechanics, 73 (2015):121-127,
https://doi.org/10.1016/j.ijnonlinmec.2014.11.010 . .