Stability of the RC Column under Horizontal Impacts

Approaches to assessment of stability of reinforced concrete columns in case of horizontal emergency impact have been investigated. For this purpose, finite-element modeling of the system in spatial formulation, calculation according to the deformed scheme in the scope of nonlinear static analysis a...

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Main Author: A. V. Alekseytsev
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2023-04-01
Series:Железобетонные конструкции
Subjects:
Online Access:https://www.g-b-k.ru/jour/article/view/11
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author A. V. Alekseytsev
author_facet A. V. Alekseytsev
author_sort A. V. Alekseytsev
collection DOAJ
description Approaches to assessment of stability of reinforced concrete columns in case of horizontal emergency impact have been investigated. For this purpose, finite-element modeling of the system in spatial formulation, calculation according to the deformed scheme in the scope of nonlinear static analysis and dynamic transient process have been implemented. When constructing the model, the hexahedral elements were used, working in accordance with the Drucker-Prager model for concrete, and the rebars deformed according to the Prandtl model were used to modelling the reinforcement.The impact action was considered as a short-term pulse of constant intensity. Dependence diagrams for critical force on various scenarios of emergency impacts on the column have been obtained. Results of researches can be used for an estimation of resistance to the progressive collapse of reinforced concrete structures at their variants design and optimization.
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spelling doaj.art-fb6406880a0b451eb0ef76e77a43f7612024-03-15T11:07:48ZengMoscow State University of Civil Engineering (MGSU)Железобетонные конструкции2949-16222949-16142023-04-012231210.22227/2949-1622.2023.2.3-1210Stability of the RC Column under Horizontal ImpactsA. V. Alekseytsev0Moscow State University of Civil Engineering (National Research University) (MGSU)Approaches to assessment of stability of reinforced concrete columns in case of horizontal emergency impact have been investigated. For this purpose, finite-element modeling of the system in spatial formulation, calculation according to the deformed scheme in the scope of nonlinear static analysis and dynamic transient process have been implemented. When constructing the model, the hexahedral elements were used, working in accordance with the Drucker-Prager model for concrete, and the rebars deformed according to the Prandtl model were used to modelling the reinforcement.The impact action was considered as a short-term pulse of constant intensity. Dependence diagrams for critical force on various scenarios of emergency impacts on the column have been obtained. Results of researches can be used for an estimation of resistance to the progressive collapse of reinforced concrete structures at their variants design and optimization.https://www.g-b-k.ru/jour/article/view/11stabilityreinforced concrete structuresnumerical simulationimpactdeformationscolumns
spellingShingle A. V. Alekseytsev
Stability of the RC Column under Horizontal Impacts
Железобетонные конструкции
stability
reinforced concrete structures
numerical simulation
impact
deformations
columns
title Stability of the RC Column under Horizontal Impacts
title_full Stability of the RC Column under Horizontal Impacts
title_fullStr Stability of the RC Column under Horizontal Impacts
title_full_unstemmed Stability of the RC Column under Horizontal Impacts
title_short Stability of the RC Column under Horizontal Impacts
title_sort stability of the rc column under horizontal impacts
topic stability
reinforced concrete structures
numerical simulation
impact
deformations
columns
url https://www.g-b-k.ru/jour/article/view/11
work_keys_str_mv AT avalekseytsev stabilityoftherccolumnunderhorizontalimpacts