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Influence of Further Corrosion on Structural Behavior of Corroded Reinforced-Concrete Beam Strengthened with Steel Plate Using Different Strengthening Schemes

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成果类型:
期刊论文
作者:
Tang, Huang;Peng, Jianxin*;Zhang, Jianren
通讯作者:
Peng, Jianxin
作者机构:
[Tang, Huang] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Tang, Huang] Changsha Univ Sci & Technol, Ind Key Lab Transportat Infrastruct Secur Risk Ma, Changsha 410114, Hunan, Peoples R China.
[Peng, Jianxin; Zhang, Jianren] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Peng, Jianxin] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
Reinforced concrete;Strengthening;Steel plate;Further corrosion;Structural behavior
期刊:
Journal of Performance of Constructed Facilities
ISSN:
0887-3828
年:
2020
卷:
34
期:
2
基金类别:
National Basic Research Program of China (973 Program)National Basic Research Program of China [2015CB057706]; Natural Science Foundation of Hunan ProvinceNatural Science Foundation of Hunan Province [2018JJ2438, 2019JJ50023]; Scientific Research Project of Education Department of Hunan Province [18A136, 18C0855]; Industry Key Laboratory of Transportation Infrastructure Security Risk Management of Changsha University of Science and Technology [18KF01]
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
This paper presents the results of an experimental study investigating the mechanical behavior of corroded beams strengthened by three different strengthening schemes, and the influence of further corrosion on the structural performance of strengthened corroded beams. Eight rectangular reinforced-concrete (RC) beams were tested through a three-point bending system. The experimental results showed that the failure modes of the strengthened corroded beams were diagonal tensile failure, flexural failure, and support crush failure, respectively. Th...

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