Stress-strain relationship for FRP-confined concrete cylinders

被引：0
|
作者：
Wu, G
Lu, Z
Wu, Z
机构：
来源：
FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS | 2003年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the analysis of more than two hundred specimens of concrete cylinders confined with FRP, a method for predicting the ultimate strength of FRP-confined concrete is presented. First, the calculation of the Poisson's ratio of concrete confined with a sufficient amount of FRP is suggested. Then, according to strain compatibility, the ultimate strain of FRP-confined concrete is predicted. Finally, a tri-linear model is suggested to predict the stress-strain response of FRP-confined concrete cylinders. Through comparison with existing experimental data of other researchers, the effectiveness of the proposed model is verified.
引用
收藏
页码：551 / 560
页数：10
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