Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element

The method of damage analysis of reinforced concrete columns based on the fiber element model is established by combining the uniaxial damage constitutive model of concrete and steel with the fiber beam–column element model. The quasi-static test and the shaking table test of reinforced concrete col...

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Main Authors: Ying Gao, Liang Zheng, Yunshan Han, Zhiyi Zhao
Format: Article
Language:English
Published: MDPI AG 2023-05-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/10/6018
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author Ying Gao
Liang Zheng
Yunshan Han
Zhiyi Zhao
author_facet Ying Gao
Liang Zheng
Yunshan Han
Zhiyi Zhao
author_sort Ying Gao
collection DOAJ
description The method of damage analysis of reinforced concrete columns based on the fiber element model is established by combining the uniaxial damage constitutive model of concrete and steel with the fiber beam–column element model. The quasi-static test and the shaking table test of reinforced concrete columns are simulated and analyzed, respectively. The results show that the established fiber element model can predict nonlinear mechanical behavior and the damage distribution of reinforced concrete columns with good accuracy. Furthermore, the model can effectively simulate the evolution process of damage of columns, and describe weak parts of columns, and has high computational efficiency and solution accuracy, thus providing a practical analysis method for the simulation of building structures during earthquake.
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spelling doaj.art-f0223b0293874404adb0011ff0b8b6492023-11-18T00:19:21ZengMDPI AGApplied Sciences2076-34172023-05-011310601810.3390/app13106018Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column ElementYing Gao0Liang Zheng1Yunshan Han2Zhiyi Zhao3Department of Civil Engineering, North University of China, Taiyuan 030051, ChinaDepartment of Civil Engineering, North University of China, Taiyuan 030051, ChinaDepartment of Civil Engineering, North University of China, Taiyuan 030051, ChinaDepartment of Civil Engineering, North University of China, Taiyuan 030051, ChinaThe method of damage analysis of reinforced concrete columns based on the fiber element model is established by combining the uniaxial damage constitutive model of concrete and steel with the fiber beam–column element model. The quasi-static test and the shaking table test of reinforced concrete columns are simulated and analyzed, respectively. The results show that the established fiber element model can predict nonlinear mechanical behavior and the damage distribution of reinforced concrete columns with good accuracy. Furthermore, the model can effectively simulate the evolution process of damage of columns, and describe weak parts of columns, and has high computational efficiency and solution accuracy, thus providing a practical analysis method for the simulation of building structures during earthquake.https://www.mdpi.com/2076-3417/13/10/6018fiber beam–column elementdamage constitutive modeldamage analysisreinforced concrete columns
spellingShingle Ying Gao
Liang Zheng
Yunshan Han
Zhiyi Zhao
Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
Applied Sciences
fiber beam–column element
damage constitutive model
damage analysis
reinforced concrete columns
title Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
title_full Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
title_fullStr Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
title_full_unstemmed Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
title_short Damage Analysis of Reinforced Concrete Columns Based on Fiber Beam–Column Element
title_sort damage analysis of reinforced concrete columns based on fiber beam column element
topic fiber beam–column element
damage constitutive model
damage analysis
reinforced concrete columns
url https://www.mdpi.com/2076-3417/13/10/6018
work_keys_str_mv AT yinggao damageanalysisofreinforcedconcretecolumnsbasedonfiberbeamcolumnelement
AT liangzheng damageanalysisofreinforcedconcretecolumnsbasedonfiberbeamcolumnelement
AT yunshanhan damageanalysisofreinforcedconcretecolumnsbasedonfiberbeamcolumnelement
AT zhiyizhao damageanalysisofreinforcedconcretecolumnsbasedonfiberbeamcolumnelement