Retrofitting of Steel Structures with CFRP: Literature Review and Research Needs

被引：2
作者：
Moghadam, Mohamadreza Delzendeh [1 ]
Fathi, Abbas [1 ]
Chaallal, Omar [1 ]
机构：
[1] Univ Quebec, Ecole Technol Super, Dept Construct Engn, Montreal, PQ H3C 1K3, Canada
来源：
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 13期
关键词：
steel structures; retrofitting technique; carbon fiber-reinforced polymer (CFRP); bond-slip relationship; static loading; fatigue loading; finite element analysis; research progress; DOUBLE-STRAP JOINTS; BOND-SLIP MODELS; FATIGUE BEHAVIOR; MECHANICAL-PROPERTIES; DEBONDING STRENGTH; CRACK-GROWTH; BEAMS; FRP; ADHESIVE; PLATES;
D O I：
10.3390/app14135958
中图分类号：
O6 [化学];
学科分类号：
0703 ;
摘要：
The application of the externally bonded (EB) carbon fiber-reinforced polymer (CFRP) technique for retrofitting steel elements offers significant advantages over the conventional method. The high strength-to-weight ratio and corrosion resistance of CFRP materials have made them a viable alternative for retrofitting steel structures. This paper covers a wide range of aspects discussed in the research investigations to date on CFRP bonded steel elements and provides a critical review of the topic under both static and fatigue loading conditions. In the end, research needs and recommendations are presented in this respect.
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页数：20
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