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Limit equilibrium method-based shear strength prediction for corroded reinforced concrete beam with inclined bars

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成果类型:
期刊论文
作者:
Ma, Yafei*;Lu, Baoyong;Guo, Zhongzhao;Wang, Lei*;Chen, Hailong;...
通讯作者:
Ma, Yafei;Wang, Lei;Zhang, Jianren
作者机构:
[Ma, Yafei; Lu, Baoyong; Wang, Lei; Ma, YF; Zhang, Jianren; Guo, Zhongzhao] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
[Ma, Yafei; Wang, Lei; Ma, YF; Zhang, Jianren] Dept Educ, Key Lab Bridge Engn Safety Control, Changsha 410114, Hunan, Peoples R China.
[Chen, Hailong] Univ Kentucky, Dept Mech Engn, Lexington, KY 40506 USA.
通讯机构:
[Ma, YF; Wang, L; Zhang, JR] C
[Ma, YF; Wang, L; Zhang, JR] D
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
Dept Educ, Key Lab Bridge Engn Safety Control, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
Bars (metal);Concrete beams and girders;Corrosion;Deterioration;Shear strength;Steel corrosion;Tensile strength;Corroded reinforced concrete beams;Corrosion of reinforcement;Cross sectional area;Deterioration factor;Limit equilibrium methods;Reinforced concrete beams;Shear strength predictions;Shear strength reduction;Reinforced concrete
期刊:
Materials
ISSN:
1996-1944
年:
2019
卷:
12
期:
7
页码:
1014
基金类别:
Funding: The study reported here was financially supported from the National Natural Science Foundation of China (51778068 and 51508036), the State Key Development Program for Basic Research of China (2015CB057705), Natural Science Foundation for Excellent Young Scholars of Hunan Province (2019JJ30024), Training Program for Excellent Young Innovators of Changsha (kq1802012), and Key Disciplinary of Civil Engineering of Changsha University of Science and Technology (18ZDXK08). The support is gratefully acknowledged.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Shear strength is a widely investigated parameter for reinforced concrete structures. The corrosion of reinforcement results in shear strength reduction. Corrosion has become one of the main deterioration factors in reinforced concrete beam. This paper proposes a shear strength model for beams with inclined bars based on a limit equilibrium method. The proposed model can be applied to both corroded and uncorroded reinforced concrete beams. Besides the tensile strength of longitudinal steel bars, the shear capacity provided by the concrete on the top of the diagonal crack, the tensile force of ...

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