Modeling the shear strength of concrete beams reinforced with CFRP bars under unsymmetrical loading

被引：20

作者：

Hawileh, R. A. ^{[1
]}

Abdalla, J. A. ^{[1
]}

Naser, M. Z. ^{[2
]}

机构：

[1] Amer Univ Sharjah, Dept Civil Engn, POB 26666, Sharjah, U Arab Emirates

[2] Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA

来源：

MECHANICS OF ADVANCED MATERIALS AND STRUCTURES | 2019年 / 26卷 / 15期

关键词：

Computational modeling; CFRP bars; shear strength; reinforced concrete beams; bond-slip; POLYMER BARS; RC BEAMS; BOND STRENGTH; FRP; BEHAVIOR; SIMULATION; MEMBERS; REBARS;

D O I：

10.1080/15376494.2018.1432803

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This study presents the development of a nonlinear finite element (FE) model that is capable of simulating the response and predicting the shear strength of concrete beams reinforced with carbon fiber-reinforced polymer (CFRP) bars. More specifically, this paper investigates the effect of unsymmetrical loading that creates two shear span-to-depth (a/d) ratios within the beam specimen and further complicates shear response. It is observed that the predicted FE results are in close agreement with the measured experimental results. Thus, it can be concluded that the developed models can be used to simulate the behavior of concrete beams reinforced with CFRP bars.

引用

页码：1290 / 1297

页数：8

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