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Behavior of FRP-engineered cementitious composite layer and concrete interface with FRP anchors

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成果类型:
期刊论文
作者:
Li, Wei-Wen;Liu, Jie;Lin, Qian-Xiang;Yang, Xu;Shumuye, Eskinder Desta;...
通讯作者:
Shumuye, ED
作者机构:
[Liu, Jie; Lin, Qian-Xiang; Peng, Wang; Shumuye, Eskinder Desta; Shumuye, ED; Li, Wei-Wen] Shenzhen Univ, Coll Civil & Transportat Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China.
[Yang, Xu] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
[Peng, Wang] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Peoples R China.
[Shumuye, Eskinder Desta] Hawassa Univ, Inst Technol, Dept Construct Technol & Management, Hawassa 05, Hawassa, Ethiopia.
[Shumuye, Eskinder Desta] Shenzhen Univ, Inst Adv Study, Shenzhen 518060, Peoples R China.
通讯机构:
[Shumuye, ED ] S
Shenzhen Univ, Coll Civil & Transportat Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China.
语种:
英文
关键词:
CFRP;ECC;Anchorage;Bond performance;Single shear test
期刊:
Engineering Structures
ISSN:
0141-0296
年:
2024
卷:
303
页码:
117526
基金类别:
This work was supported by the National Natural Science Foundation of China [grant number 51908373] and Shenzhen Science and Technology R&D Fund [grant number JCYJ20220531101415036 & 20220811100052001]. CRediT authorship contribution statement Liu Jie: Writing – original draft, Visualization, Validation, Software, Methodology, Investigation, Data curation, Conceptualization. Li Wei-Wen: Writing – review & editing, Supervision, Resources, Project administration, Methodology, acquisition, Conceptualization. Lin Qian-Xiang: Methodology, Data curation, Conceptualization. Shumuye Eskinder Desta: Writing – review & editing, Supervision, Methodology, Data curation, Conceptualization. Yang Xu: Methodology, Data curation,
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The problem of low material utilization caused by premature interface debonding is prevalent in carbon fiber-reinforced polymer (CFRP)-reinforced concrete structures. In this study, the influence of anchors on the bonding and behavior of the FRP-engineered cementitious composite (ECC) layer and concrete interface was analyzed. A total of 42 single shear tests were performed to investigate the interface–bond behavior between the FRP-ECC layer and concrete under static load in case of anchor reinforcement. The variables mainly include the matrix...

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