EXPERIMENTAL INVESTIGATION OF CONCRETE EXTERNALLY CONFINED BY CFRP COMPOSITES

被引：0

作者：

Benzaid, Riad ^{[1
]}

Mesbah, Habib-Abdelhak ^{[2
]}

Amel, Bouhabila ^{[3
]}

机构：

[1] Univ Mohammed Seddik Benyahia Jijel, LGG, BP 98,Cite Ouled Issa, Jijel 18000, Algeria

[2] Univ Rennes 1, Inst Natl Sci Appliquees INSA Rennes, LGCGM, F-35014 Rennes, France

[3] Univ Freres Mentouri, LMDC, Route Ain El Bey, Constantine 25000, Algeria

来源：

IRF2016: 5TH INTERNATIONAL CONFERENCE INTEGRITY-RELIABILITY-FAILURE | 2016年

关键词：

CFRP composites; RC column; confinement; slenderness; strength; JACKETED CONCRETE; COLUMNS; COMPRESSION; STRENGTH;

D O I：

暂无

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

The present study deals with the analysis of experimental results, in terms of load carrying capacity and strains, obtained from tests on reinforced concrete (RC) columns, strengthened with external carbon fiber reinforced polymer (CFRP) sheets. The experimental parameters include: number of wrap layers, slenderness of the columns (L/a or L/(empty set)) and shape of the section (circular and square). A total of 48 specimens were subjected to axial compression. All test specimens were loaded to failure in axial compression. Compressive stress, axial and hoop strains have been recorded to evaluate the stress-strain relationship, ultimate strength, stiffness, and ductility of the specimens. Results clearly demonstrate that composite wrapping can enhance the structural performance of RC columns in terms of both maximum strength and ductility. The effects of test parameters are evidenced and compared.

引用

页码：595 / 602

页数：8

共 11 条

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