EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION

Wang Yongsuo; Pan Jinglong

doi:10.13204/j.gyjz200701026

Volume 37 Issue 1

Dec. 2014

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Wang Yongsuo, Pan Jinglong. EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 104-106. doi: 10.13204/j.gyjz200701026

Citation:

Wang Yongsuo, Pan Jinglong. EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 104-106. doi: 10.13204/j.gyjz200701026

Wang Yongsuo, Pan Jinglong. EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 104-106. doi: 10.13204/j.gyjz200701026

Citation:

Wang Yongsuo, Pan Jinglong. EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 104-106. doi: 10.13204/j.gyjz200701026

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EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200701026

Wang Yongsuo¹,
Pan Jinglong²

1.
1 China Textile Industrial Engineering Institute Beijing 100037;
2.
2 School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2006-04-20
Publish Date: 2007-01-20

Abstract

Abstract

Experiments were done on 16 circular concrete short columns wound with thin steel cable in different interval.The forced characteristics of this type of confined concrete under axial compression is researched.The result indicates that the compressive strength and ductility of the columns are improved efficiently by the external confining steel cable.
- external steel cable winding,
- confined concrete,
- axial compression,
- structure strengthening

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References(8)

References

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Chambers R E. Plastics Composites for 21st Century Construction[M].New York:American Society of Civil Engineering,1993.

Amir Mirmiran,Mohsen Shahawy. Behavior of Concrete Columns Confined by Fiber Composites[J].Journal of Structural Engineering Asce,1997,(05):583-590.

Samaan M,Mirmiran A,Sahang M. Model of Concrete Confined by Fiber Composites[J].J Struct Engng,ASCE,1998,(09):1025-1031.

来文汇. FRP约束混凝土应力-应变关系的试验研究[D].哈尔滨:哈尔滨工业大学,2003.

王雨光. 纤维环向缠绕加固混凝土轴心受压短柱实验研究[D].哈尔滨:哈尔滨工业大学,2000.

金熙男. 轴对称约束混凝土力学性能试验研究[D].哈尔滨:哈尔滨工业大学,2002.

金熙男,潘景龙. 外包纤维加固混凝土短柱轴压力学性能[J].低温建筑技术,2002,(02):24-26

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