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Long-Term Mechanical Properties of Steel-Concrete Connectors Subjected to Corrosion and Load Coupling

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成果类型:
期刊论文
作者:
Cao, Guohui*;Yang, Liang;Zhang, Wang;Peng, Xirong;Dai, Ye
通讯作者:
Cao, Guohui
作者机构:
[Peng, Xirong; Cao, Guohui] Hunan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.
[Yang, Liang] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China.
[Dai, Ye; Zhang, Wang] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Cao, Guohui] H
Hunan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.
语种:
英文
关键词:
Shear connector;Long-term performance test;Corrosion of studs;Coupling;Long-term elastic modulus;Shrinkage and creep
期刊:
Journal of Materials in Civil Engineering
ISSN:
0899-1561
年:
2018
卷:
30
期:
5
页码:
04018058-null
基金类别:
Natural Science Foundation of Hunan ProvinceNatural Science Foundation of Hunan Province [14JJ4062]; National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51551801]
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:
Steel-concrete composite structures are widely used in modern buildings and bridges for their great rigidity, light weight, and simple construction. However, the mechanical behaviors of steel-concrete composite structures degrade over time because of environmental corrosion and long-term load. The existing research on structural durability has often focused on concrete or steel structures. Few studies have been conducted on steel-concrete composite structures, especially on structures under the coupled impact of corrosion and load. To investigate the coupled impact of corrosion and load on the...

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