Numerical modelling of concrete-filled steel tube columns under axial compression
Конференцијски прилог (Објављена верзија)
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The paper presents the numerical modelling of concrete-filled steel tube stub columns under axial compression. The nonlinear 3D finite element model for the analysis was developed using ABAQUS software. The modelling, boundary conditions, the constitutive models for steel and concrete and contact interaction between the steel tube and concrete surface are discussed in detail. Three numerical models are proposed and validated using collected experimental data results. Finally, the composite column axial capacity is compared with the Eurocode 4 calculations for composite columns.
Кључне речи:
composite columns / nonlinear analysis / finite element analysisИзвор:
International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress, 2022, 246-255Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200092 (Универзитет у Београду, Грађевински факултет) (RS-MESTD-inst-2020-200092)
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Институција/група
GraFarTY - CONF AU - Nikolić, Jelena AU - Kostić, Svetlana M. AU - Stošić, Saša PY - 2022 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2767 AB - The paper presents the numerical modelling of concrete-filled steel tube stub columns under axial compression. The nonlinear 3D finite element model for the analysis was developed using ABAQUS software. The modelling, boundary conditions, the constitutive models for steel and concrete and contact interaction between the steel tube and concrete surface are discussed in detail. Three numerical models are proposed and validated using collected experimental data results. Finally, the composite column axial capacity is compared with the Eurocode 4 calculations for composite columns. C3 - International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress T1 - Numerical modelling of concrete-filled steel tube columns under axial compression IS - 246-255 UR - https://hdl.handle.net/21.15107/rcub_grafar_2767 ER -
@conference{ author = "Nikolić, Jelena and Kostić, Svetlana M. and Stošić, Saša", year = "2022", abstract = "The paper presents the numerical modelling of concrete-filled steel tube stub columns under axial compression. The nonlinear 3D finite element model for the analysis was developed using ABAQUS software. The modelling, boundary conditions, the constitutive models for steel and concrete and contact interaction between the steel tube and concrete surface are discussed in detail. Three numerical models are proposed and validated using collected experimental data results. Finally, the composite column axial capacity is compared with the Eurocode 4 calculations for composite columns.", journal = "International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress", title = "Numerical modelling of concrete-filled steel tube columns under axial compression", number = "246-255", url = "https://hdl.handle.net/21.15107/rcub_grafar_2767" }
Nikolić, J., Kostić, S. M.,& Stošić, S.. (2022). Numerical modelling of concrete-filled steel tube columns under axial compression. in International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress(246-255). https://hdl.handle.net/21.15107/rcub_grafar_2767
Nikolić J, Kostić SM, Stošić S. Numerical modelling of concrete-filled steel tube columns under axial compression. in International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress. 2022;(246-255). https://hdl.handle.net/21.15107/rcub_grafar_2767 .
Nikolić, Jelena, Kostić, Svetlana M., Stošić, Saša, "Numerical modelling of concrete-filled steel tube columns under axial compression" in International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress, no. 246-255 (2022), https://hdl.handle.net/21.15107/rcub_grafar_2767 .