Shear strengthening of RC beams using innovative manually made NSM FRP bars

被引：45

作者：

Jalali, Meysam ^{[2
]}

Sharbatdar, M. Kazem ^{[3
]}

Chen, Jian-Fei ^{[1
]}

Alaee, Farshid Jandaghi ^{[2
]}

机构：

[1] Univ Edinburgh, Sch Engn, Edinburgh, Midlothian, Scotland

[2] Shahrood Univ Technol, Dept Civil Engn, Shahrood, Iran

[3] Semnan Univ, Fac Civil Engn, Semnan, Iran

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 36卷

关键词：

Anchorage; Manually made FRP rod; NSM FRP; RC beam; Shear strengthening; REINFORCED-CONCRETE BEAMS; CAPACITY; BEHAVIOR; STRIPS;

D O I：

10.1016/j.conbuildmat.2012.06.068

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study evaluates the effectiveness of a Near Surface Mounted (NSM) technique using innovative manually made FRP rods (MMFRPs) for shear strengthening of RC beams. To delay the onset of MMFRP rod debonding, a new anchorage is also developed and tested. This paper reports the results of a series of tests on simply supported rectangular RC beams, strengthened in shear with MMFRP rods with or without the proposed anchors. The load-deflection response of all test beams is presented, in addition to selected strain measurements. Performance and the failure modes of the test beams are studied and discussed. The proposed MMFRP rods and end anchorage enhanced the shear capacity of the beams between 25% and 48% over the control specimen. Furthermore, the proposed end anchorage of MMFRP rods significantly enhanced the ductility of the test specimens. (C) 2012 Elsevier Ltd. All rights reserved.

引用

页码：990 / 1000

页数：11

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