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Effects of mechanical properties of adhesive and CFRP on the bond behavior in CFRP-strengthened steel structures

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成果类型:
期刊论文
作者:
Li, Chuanxi;Ke, Lu*;He, Jun*;Chen, Zhuoyi;Jiao, Yang
通讯作者:
Ke, Lu;He, Jun
作者机构:
[Ke, Lu; He, J; He, Jun; Li, Chuanxi; Chen, Zhuoyi] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
[Li, Chuanxi; Ke, Lu] Natl Joint Engn Res Lab Longterm Performance Impr, Changsha 410114, Hunan, Peoples R China.
[Jiao, Yang] Arizona State Univ, Mat Sci & Engn, Tempe, AZ 85287 USA.
通讯机构:
[Ke, L; He, J] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
Bond behavior;Bond–slip model;Carbon fiber-reinforced polymer;CFRP-steel interface;Steel
期刊:
Composite Structures
ISSN:
0263-8223
年:
2019
卷:
211
页码:
163-174
基金类别:
Table 3 shows the ultimate loads and failure modes for all the specimens. Dmax and Pult refer to the ultimate load and maximum displacement measured between the fixed end and loading end before the failure of specimens, respectively. PFEA refers to the ultimate load calculated using the FE model. f¯ult refers to the average shear strength calculated as follows: fult=Pult/Lbond·bpwhere Lbond and bp are the length and width of the adhesive layer, respectively. The results shown in Table 3 indicate
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:
The bond between carbon fiber-reinforced polymer (CFRP) composites and steel is a key issue in CFRP-strengthened steel structures. The determination of key parameters in the bond strength model remains debatable. We studied the bond behavior between CFRP and steel, focusing on the effects of different types of epoxy adhesive and CFRP on the failure modes, bond–slip relationships, and bond strength parameters. The results show that due to the use of various materials, some specimens fail in interface debonding characterized by brittle failure, ...

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