FRP-confined Concrete Cylinders: Axial Compression Experiments and Strength Model

被引:175
作者
Benzaid, Riad [1 ,2 ]
Mesbah, Habib [1 ]
Chikh, Nasr Eddine [2 ]
机构
[1] INSA Rennes, LGCGM Lab, Dept Civil Engn, F-35043 Rennes, France
[2] Mentouri Univ Constantine, LMDC Lab, Dept Civil Engn, Constantine 25000, Algeria
关键词
concrete column; CFRP; confinement; compressive strength; ultimate strain; COMPOSITE JACKETS; COLUMNS; BEHAVIOR; DESIGN; DUCTILITY; PART;
D O I
10.1177/0731684409355199
中图分类号
TB33 [复合材料];
学科分类号
摘要
The present article deals with the analysis of experimental results, in terms of load-carrying capacity and strain, obtained from tests on plain-and reinforced-concrete (RC) cylinders strengthened with external carbon-fiber-reinforced polymer (CFRP). The parameters considered are the number of composite layers and the compressive strength of unconfined concrete. The effective circumferential FRP failure strain and the effect of the effective lateral confining pressure were investigated. In total, 30 cylinders were subjected to axial compression, which included control specimens. All the test specimens were loaded to failure in axial compression and the behavior of the specimens in the axial and transverse directions was investigated. Test results showed that the CFRP wrap increases the strength and ductility of plain-and RC cylinders significantly. A simple model is presented to predict the compressive strength and axial strain of FRP-confined columns.
引用
收藏
页码:2469 / 2488
页数:20
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