Adherence analysis of fiber-reinforced polymer strengthened RC beams

被引：10
|
作者：
Perera, R [1 ]
Recuero, A
De Diego, A
López, C
机构：
[1] Tech Univ, Dept Struct Mech, Madrid 28006, Spain
[2] CSIC, Inst Construct Sci Eduardo Torroja, Madrid 28033, Spain
来源：
COMPUTERS & STRUCTURES | 2004年 / 82卷 / 23-26期
关键词：
composites; adhesives; bonding; damage; concrete; repairing;
D O I：
10.1016/j.compstruc.2004.03.060
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The study of the effect of bonding between concrete and composite plates, when epoxy adhesive is used, is the objective of this paper. The results of an analytical and experimental study on the behavior of concrete blocks joined with carbon-fiber-reinforced polymer (CFRP) plates are discussed in this paper. For it, several specimens were tested through adherence tests. Numerical analyses included nonlinear finite element modeling incorporating a damage material model for concrete. In general, good correlations were obtained between the experimental and the numerical results. (C) 2004 Civil-Comp Ltd. and Elsevier Ltd. All rights reserved.
引用
收藏
页码：1865 / 1873
页数：9
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