State-of-the-art review on FRP strengthened steel structures

被引：844

作者：

Zhao, Xiao-Ling ^{[1
]}

Zhang, Lei

机构：

[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3168, Australia

[2] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China

来源：

ENGINEERING STRUCTURES | 2007年 / 29卷 / 08期

关键词：

FRP; steel structures; strengthening; bond behaviour; fatigue; steel hollow section; FIBER-REINFORCED POLYMERS; COMPOSITES; STRESSES; BEHAVIOR; MEMBERS; DESIGN;

D O I：

10.1016/j.engstruct.2006.10.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The use of FRP (Fibre Reinforced Polymer) to strengthen steel structures has become an attractive option which may produce confident retrofitting of existing structures. This paper reviews the following areas that have received only small coverage in previous review articles, but have developed rapidly: the bond between steel and FRP, the strengthening of steel hollow section members, and fatigue crack propagation in the FRP-Steel system. Future research topics have also been identified, such as the as bond-slip relationship, the stability of CFRP strengthened steel members, and fatigue crack propagation modeling. (c) 2006 Elsevier Ltd. All rights reserved.

引用

页码：1808 / 1823

页数：16

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