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

Wang Yongsuo; Pan Jinglong

doi:10.13204/j.gyjz200701026

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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