Shear capacity of reinforced concrete columns strengthened with CFRP sheet

被引：0
|
作者：
谢剑
刘雪梅
赵彤
机构：
[1] China
[2] Department of Civil Engineering
[3] Tianjin University Tianjin 300072
[4] Tianjin University
来源：
Journal of Zhejiang University-Science A(Applied Physics & Engineering) | 2005年 / 08期
关键词：
Reinforced concrete; Carbon fiber reinforced plastic (CFRP); Column; Shear capacity;
D O I：
暂无
中图分类号：
TU375 [钢筋混凝土结构];
学科分类号：
081304 ; 081402 ;
摘要：
This paper discusses the results of tests on the shear capacity of reinforced concrete columns strengthened with carbon fiber reinforced plastic (CFRP) sheet. The shear transfer mechanism of the specimens reinforced with CFRP sheet was studied. The factors affecting the shear capacity of reinforced concrete columns strengthened with CFRP sheet were analyzed. Several sug-gestions such as the number of layers, width and tensile strength of the CFRP sheet are proposed for this new strengthening technique. Finally, a simple and practical design method is presented in the paper. The calculated results of the suggested method are shown to be in good agreement with the test results. The suggested design method can be used in evaluating the shear capacity of reinforced concrete columns strengthened with CFRP sheet.
引用
收藏
页码：853 / 858
页数：6
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