Crack calculation of beams reinforced with FRP bars based on linear bond-slip model

被引：0
|
作者：
Li, Xiaodong [1 ]
Feng, Haochen [1 ]
Yuan, Weining [1 ]
机构：
[1] Changan Univ, Sch Civil Engn, Xian 710064, Shaan Xi Provin, Peoples R China
来源：
ADVANCED CONSTRUCTION TECHNOLOGIES | 2014年 / 919-921卷
关键词：
FRP bars; crack; constitutive relationship of bond-slip behavior; stress distribution;
D O I：
10.4028/www.scientific.net/AMR.919-921.1377
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper mainly gets a equation of crack width calculation. To get the result, the lineared bond-slip model between FRP bars and concrete is used, combining with the bond stress distribution model which is found by You Chun'an. Finally, the value of this paper is compared with the value of ACI440.1R-06 and JSCE code, which prove the result is right.
引用
收藏
页码：1377 / 1380
页数：4
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