Numerical Analyses of Hybrid-Bonded FRP Strengthened Concrete Beams

被引：72
|
作者：
Wu, Yu-Fei [1 ]
Wang, Zhenyu [1 ,2 ]
Liu, Kang [1 ]
He, Wei [1 ]
Wang, Zhenyu [1 ,2 ]
机构：
[1] City Univ Hong Kong, Dept Bldg & Construct, Hong Kong, Hong Kong, Peoples R China
[2] Zhejiang Univ, Sch Civil Engn & Architecture, Hangzhou 310003, Zhejiang, Peoples R China
来源：
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING | 2009年 / 24卷 / 05期
关键词：
SHEAR FRICTION; MODEL; BEHAVIOR; TESTS;
D O I：
10.1111/j.1467-8667.2009.00596.x
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
To overcome the problem of debonding, a new hybrid-bonded fiber-reinforced polymers (HB-FRP) strengthening system has recently been developed. This HB-FRP technique can increase the interfacial bond strength several folds. In this work, a finite element (FE) model for HB-FRP strengthened beams is developed to simulate the responses of the new structural system. The interfacial behaviors between the FRP and the concrete are simulated with a shear friction model. Comparisons between the predictions from this model and the test results demonstrate the accuracy of the FE model. The mechanism of the HB-FRP system and failure modes are then studied using the proposed model.
引用
收藏
页码：371 / 384
页数：14
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