Study on the Durability of the T-Beam Based on Chloride Ion Erosion

Based on analyzing the bearing capacity of existing T-beam bridges in service, the factors that affect the T-beams cracked by chloride ions mainly include the width and the depth of cracks. Combined with practical engineering examples, a single-piece T-beam model is established to explore the influe...

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Main Authors: Lifeng Gu, Guowen Yao, Xuanrui Yu, Qiaoyi Li
Format: Article
Language:English
Published: MDPI AG 2020-03-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/7/1504
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author Lifeng Gu
Guowen Yao
Xuanrui Yu
Qiaoyi Li
author_facet Lifeng Gu
Guowen Yao
Xuanrui Yu
Qiaoyi Li
author_sort Lifeng Gu
collection DOAJ
description Based on analyzing the bearing capacity of existing T-beam bridges in service, the factors that affect the T-beams cracked by chloride ions mainly include the width and the depth of cracks. Combined with practical engineering examples, a single-piece T-beam model is established to explore the influence of factors such as crack width and crack depth on the T-beams affected by chloride ion erosion through numerical simulation in this paper. In addition, the attenuation models of bending capacity and shear capacity of the T-beam are obtained to analyze the possible failure modes of T-beams with cracks. All of which provides a reference for exploring the effect of crack width and depth on the durability of reinforced concrete members under chloride ion field.
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spelling doaj.art-3ef29255f77147ec9bc1434af2e100942022-12-22T03:49:49ZengMDPI AGMaterials1996-19442020-03-01137150410.3390/ma13071504ma13071504Study on the Durability of the T-Beam Based on Chloride Ion ErosionLifeng Gu0Guowen Yao1Xuanrui Yu2Qiaoyi Li3State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaState Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaSchool of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaSchool of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaBased on analyzing the bearing capacity of existing T-beam bridges in service, the factors that affect the T-beams cracked by chloride ions mainly include the width and the depth of cracks. Combined with practical engineering examples, a single-piece T-beam model is established to explore the influence of factors such as crack width and crack depth on the T-beams affected by chloride ion erosion through numerical simulation in this paper. In addition, the attenuation models of bending capacity and shear capacity of the T-beam are obtained to analyze the possible failure modes of T-beams with cracks. All of which provides a reference for exploring the effect of crack width and depth on the durability of reinforced concrete members under chloride ion field.https://www.mdpi.com/1996-1944/13/7/1504t-beamchloride concentrationnumerical simulationbending capacityshear capacity
spellingShingle Lifeng Gu
Guowen Yao
Xuanrui Yu
Qiaoyi Li
Study on the Durability of the T-Beam Based on Chloride Ion Erosion
Materials
t-beam
chloride concentration
numerical simulation
bending capacity
shear capacity
title Study on the Durability of the T-Beam Based on Chloride Ion Erosion
title_full Study on the Durability of the T-Beam Based on Chloride Ion Erosion
title_fullStr Study on the Durability of the T-Beam Based on Chloride Ion Erosion
title_full_unstemmed Study on the Durability of the T-Beam Based on Chloride Ion Erosion
title_short Study on the Durability of the T-Beam Based on Chloride Ion Erosion
title_sort study on the durability of the t beam based on chloride ion erosion
topic t-beam
chloride concentration
numerical simulation
bending capacity
shear capacity
url https://www.mdpi.com/1996-1944/13/7/1504
work_keys_str_mv AT lifenggu studyonthedurabilityofthetbeambasedonchlorideionerosion
AT guowenyao studyonthedurabilityofthetbeambasedonchlorideionerosion
AT xuanruiyu studyonthedurabilityofthetbeambasedonchlorideionerosion
AT qiaoyili studyonthedurabilityofthetbeambasedonchlorideionerosion