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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MDPI AG
2020-03-01
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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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format | Article |
id | doaj.art-3ef29255f77147ec9bc1434af2e10094 |
institution | Directory Open Access Journal |
issn | 1996-1944 |
language | English |
last_indexed | 2024-04-12T03:22:53Z |
publishDate | 2020-03-01 |
publisher | MDPI AG |
record_format | Article |
series | Materials |
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 |