Behavior of full-scale RC T-beams strengthened in shear with externally bonded FRP sheets

被引：98

作者：

Belarbi, Abdeldjelil ^{[1
]}

Bae, Sang-Wook ^{[2
]}

Brancaccio, Antonio ^{[3
]}

机构：

[1] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77204 USA

[2] Texas Tech Univ, Dept Civil & Environm Engn, Lubbock, TX 79424 USA

[3] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65409 USA

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 32卷

关键词：

Fiber-reinforced polymers; Reinforced concrete beam; Shear strengthening; REINFORCED-CONCRETE BEAMS; POLYMER; CAPACITY; COMPOSITES;

D O I：

10.1016/j.conbuildmat.2010.11.102

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Recently many research studies have investigated the shear behavior of reinforced concrete (RC) beams strengthened with fiber-reinforced polymer (FRP) composites. However, most were conducted on small-scale specimens. Thus, analytical models and design equations developed from those studies may not predict the actual behavior of large-scale RC beams strengthened with FRPs. In this study, an experimental study was performed on this topic using full-scale RC T-bearns in order to understand the behavior of full-scale bridge beams strengthened in shear with FRP. The main parameters investigated in this study were the transverse steel reinforcement ratio and the effect of mechanical anchorage systems. (C) 2010 Elsevier Ltd. All rights reserved.

引用

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页码：27 / 40

页数：14

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