Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall
This paper presents a new type of double-steel-plate shear wall. Through the finite element software, the stress and plastic strain of steel plate and concrete in different loading stages of the wall are analyzed, the mechanical properties and failure rules of the wall are revealed, and the failure...
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Format: | Article |
Language: | English |
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Wiley
2021-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/5925369 |
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author | Xiaomeng Zhang Qingying Ren Jiaqi Wang Ziao Liu Xiao Yang |
author_facet | Xiaomeng Zhang Qingying Ren Jiaqi Wang Ziao Liu Xiao Yang |
author_sort | Xiaomeng Zhang |
collection | DOAJ |
description | This paper presents a new type of double-steel-plate shear wall. Through the finite element software, the stress and plastic strain of steel plate and concrete in different loading stages of the wall are analyzed, the mechanical properties and failure rules of the wall are revealed, and the failure mechanism of the wall is obtained. The comparison with the test results verifies the correctness of the finite element analysis. Through nonlinear finite element parameterization analysis, the composition of shear capacity of each composite wall is obtained. Based on the superposition theory, practical calculation formula of its shear capacity is given, and through a comparative analysis with simulation test results, the goodness-of-fit is satisfying. |
format | Article |
id | doaj-art-7a271bba3b9745389382636b6d6b7e44 |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-7a271bba3b9745389382636b6d6b7e442025-02-03T06:11:57ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/59253695925369Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear WallXiaomeng Zhang0Qingying Ren1Jiaqi Wang2Ziao Liu3Xiao Yang4China Architecture Design & Research Group, Beijing 100044, ChinaChina Architecture Design & Research Group, Beijing 100044, ChinaBeijing Jiaotong University, Beijing 100044, ChinaChina Architecture Design & Research Group, Beijing 100044, ChinaChina Architecture Design & Research Group, Beijing 100044, ChinaThis paper presents a new type of double-steel-plate shear wall. Through the finite element software, the stress and plastic strain of steel plate and concrete in different loading stages of the wall are analyzed, the mechanical properties and failure rules of the wall are revealed, and the failure mechanism of the wall is obtained. The comparison with the test results verifies the correctness of the finite element analysis. Through nonlinear finite element parameterization analysis, the composition of shear capacity of each composite wall is obtained. Based on the superposition theory, practical calculation formula of its shear capacity is given, and through a comparative analysis with simulation test results, the goodness-of-fit is satisfying.http://dx.doi.org/10.1155/2021/5925369 |
spellingShingle | Xiaomeng Zhang Qingying Ren Jiaqi Wang Ziao Liu Xiao Yang Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall Advances in Civil Engineering |
title | Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall |
title_full | Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall |
title_fullStr | Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall |
title_full_unstemmed | Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall |
title_short | Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall |
title_sort | numerical simulation and shear capacity study of a new double steel plate shear wall |
url | http://dx.doi.org/10.1155/2021/5925369 |
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