Finite element analysis of flexural behavior of textile reinforced concrete slab

Finite element analysis of flexural behavior of textile reinforced concrete slab

Order to investigate the failure effect of textile reinforced concrete (TRC) plate under bending load, the corresponding finite element model is established. By comparing the numerical simulation results with the experimental results, the rationality and feasibility of the finite element model are v...

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Main Authors: Xu Mingqiu, Shao Jianhua, Tang Baijian, Li Hongming
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/37/e3sconf_icemee2021_02042.pdf
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spelling doaj-8d3487917737401db7906e4f927703ba2021-05-28T14:41:32ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012610204210.1051/e3sconf/202126102042e3sconf_icemee2021_02042Finite element analysis of flexural behavior of textile reinforced concrete slabXu Mingqiu0Shao Jianhua1Tang Baijian2Li Hongming3Jiangsu University of Science and Technology, School of civil engineering and architectureJiangsu University of Science and Technology, School of civil engineering and architectureJiangsu University of Science and Technology, School of civil engineering and architectureJiangsu University of Science and Technology, School of civil engineering and architectureOrder to investigate the failure effect of textile reinforced concrete (TRC) plate under bending load, the corresponding finite element model is established. By comparing the numerical simulation results with the experimental results, the rationality and feasibility of the finite element model are verified, and then the crack extension of TRC and the ultimate strain of carbon textile are analyzed. The failure mode of the slab under bending load is obtained, and it is found that the carbon textile concrete slab has better reinforcement effect, which greatly improves the safety performance of concrete members.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/37/e3sconf_icemee2021_02042.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Xu Mingqiu
Shao Jianhua
Tang Baijian
Li Hongming
spellingShingle Xu Mingqiu
Shao Jianhua
Tang Baijian
Li Hongming
Finite element analysis of flexural behavior of textile reinforced concrete slab
E3S Web of Conferences
author_facet Xu Mingqiu
Shao Jianhua
Tang Baijian
Li Hongming
author_sort Xu Mingqiu
title Finite element analysis of flexural behavior of textile reinforced concrete slab
title_short Finite element analysis of flexural behavior of textile reinforced concrete slab
title_full Finite element analysis of flexural behavior of textile reinforced concrete slab
title_fullStr Finite element analysis of flexural behavior of textile reinforced concrete slab
title_full_unstemmed Finite element analysis of flexural behavior of textile reinforced concrete slab
title_sort finite element analysis of flexural behavior of textile reinforced concrete slab
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description Order to investigate the failure effect of textile reinforced concrete (TRC) plate under bending load, the corresponding finite element model is established. By comparing the numerical simulation results with the experimental results, the rationality and feasibility of the finite element model are verified, and then the crack extension of TRC and the ultimate strain of carbon textile are analyzed. The failure mode of the slab under bending load is obtained, and it is found that the carbon textile concrete slab has better reinforcement effect, which greatly improves the safety performance of concrete members.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/37/e3sconf_icemee2021_02042.pdf
work_keys_str_mv AT xumingqiu finiteelementanalysisofflexuralbehavioroftextilereinforcedconcreteslab
AT shaojianhua finiteelementanalysisofflexuralbehavioroftextilereinforcedconcreteslab
AT tangbaijian finiteelementanalysisofflexuralbehavioroftextilereinforcedconcreteslab
AT lihongming finiteelementanalysisofflexuralbehavioroftextilereinforcedconcreteslab
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