EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

Zhang Guojun; LüXilin

doi:10.13204/j.gyjz200503009

Volume 35 Issue 3

Dec. 2014

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Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009

Citation:

Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009

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EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

doi: 10.13204/j.gyjz200503009

1.
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University Shanghai 200092

Received Date: 2004-11-12
Publish Date: 2005-03-20

Abstract

Abstract

Based on the seismic behavior experimental research on 3 high-strength concrete short columns under low-frequency cyclic loading,it is discussed and analyzed that the developing process and distributing of cracks at high-strength concrete short columns crack,reinforcing steel bars strains variational regular pattern and the influence of type of stirrups and stirrup ratio on modification of high-strength concrete short columns.
- high strength concrete,
- short column,
- crack,
- strain,
- stirrup ratio,
- type of stirrups

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References(6)

References

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中国土木工程学会,高强与高性能混凝土委员会.高强混凝土结构设计与施工指南.北京:中国建筑工业出版社,2001

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[4] Frdric Lgeron,Patrick Aultre.Behavior of High-Strength Concrete Column under Cyclic Flexure and Constant Axial.ACI Structural Journal,2000:591～601

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