AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS

Yang Kun; Shi Qingxuan; Zhao Junhai; Guo Yani

doi:10.13204/j.gyjz201302002

Volume 43 Issue 2

Dec. 2014

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Yang Kun, Shi Qingxuan, Zhao Junhai, Guo Yani. AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 9-13,28. doi: 10.13204/j.gyjz201302002

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AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS

doi: 10.13204/j.gyjz201302002

1.
1. School of Civil Engineering,Chang’an University,Xi’an 710061,China;
2.
2. College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
3.
3. Sinopec Ningbo Engineering Compang limited,Ningbo 315103,China

Received Date: 2011-10-13
Publish Date: 2013-02-20

Abstract

Abstract

The objective of this study is to study the axial compression performance,including strength and deformation behaviours of HSC columns confined by high-strength stirrups,and determine experimentally and analytically the magnitude of its strength enhancement.On the basis of a concentric loading test of 31 HSC columns confined by high-strength stirrups,the influences of the tie yield strength,tie spacing,and tie configuration on the characteristics of strength and ductility were evaluated;based on the test data at home and abroad,the formulas to determine peak strength and ultimate strain of high-strength concrete confined by high-strength stirrups were proposed by regression analysis.
- high-strength stirrups,
- high-strength concrete ( HSC),
- confined concrete,
- strength and deformation

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References(9)

References

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