EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES

Guo Lanhui; Zhang Sumei; Wang Yuyin; Liu Jiepeng

doi:10.13204/j.gyjz200503026

Volume 35 Issue 3

Dec. 2014

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Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026

Citation:

Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026

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EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES

doi: 10.13204/j.gyjz200503026

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2004-09-20
Publish Date: 2005-03-20

Abstract

Abstract

Ten slender high strength concrete(HSC) filled rectangular hollow section(RHS) steel tubular columns were tested.The primary test parameters were slenderness ratios varying from 25^4 to 71^6,steel ratios of 8.2% and 14.6%,height-to-breadth ratios varying between 1.0 and 1.6.Meanwhile,a nonlinear analysis program was produced to calculate the bearing capacity of the high strength concrete-filled RHS tubes.The experimental results agreed well with those of the numerical analysis.Furthermore,the influences of the factors,such as steel ratio,concrete strength,steel yield strength and height-to-breadth ratio,on the stability factor-slenderness ratio curves were investigated.The results showed that the bearing capacity decreased rapidly with the increasing of the slenderness ratio,and the height-to-breadth ratio(varying from 1.0 to 1.6) had no evident influence on the stability factor and relative deflection at the mid-height.
- high strength concrete( HSC ),
- rectangular hollow section( RHS),
- slenderness ratio,
- stability

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References(11)

References

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