EXPERIMENTAL STUDY ON THE EFFECT OF REINFORCEMENT RATIO OF THE CAPABILITIES OF RC COLUMN TO RESIST LATERAL IMPACT LOADING

Feng Yu; Wang Xingguo; Zhang Yumin; Su Youpo

doi:10.13204/j.gyjz201111018

Volume 41 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 85-88

Feng Yu, Wang Xingguo, Zhang Yumin, Su Youpo. EXPERIMENTAL STUDY ON THE EFFECT OF REINFORCEMENT RATIO OF THE CAPABILITIES OF RC COLUMN TO RESIST LATERAL IMPACT LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 85-88. doi: 10.13204/j.gyjz201111018

Citation:

Feng Yu, Wang Xingguo, Zhang Yumin, Su Youpo. EXPERIMENTAL STUDY ON THE EFFECT OF REINFORCEMENT RATIO OF THE CAPABILITIES OF RC COLUMN TO RESIST LATERAL IMPACT LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 85-88. doi: 10.13204/j.gyjz201111018

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EXPERIMENTAL STUDY ON THE EFFECT OF REINFORCEMENT RATIO OF THE CAPABILITIES OF RC COLUMN TO RESIST LATERAL IMPACT LOADING

doi: 10.13204/j.gyjz201111018

1.
College of Civil and Architectural Engineering,Hebei Polytechnic University,Tangshan 063009,China

Received Date: 2010-04-08
Publish Date: 2011-11-20

Abstract

Abstract

It is examined the influence of lateral impact loading rate,longitudinal reinforcement ratio and stirrup ratio on the failure mode,lateral bearing capacity of RC columns by experimental research on the dynamic response of RC columns under lateral impact loading.The test results show that increasing in longitudinal reinforcement ratio can enhance ultimate load bearing of the columns.The greater the loading rate,the greater the increased amplitude.It is also demonstrated that the main factor influencing the failure mode of RC columns is stirrup spacing.The column is prone to shear failure when the stirrup spacing is large otherwise to flexural failure.
- RC column,
- lateral impact,
- reinforcement ratio,
- experimental study

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References(5)

References

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Georgin J F, Reynouard J M. Modeling of Structures Subjected to?Impact;Concrete Behavior Under High Strain Rate[J].Cement ?Concrete Composites,2003(25):131-143.

[3] 洪小健,苏伟.冲击荷载作用下混凝土梁中钢筋应变变化率研究[J].结构工程师,2003(1):49-53.

[4] Elfahal M M, Krauthammer T, Ohno. Size Effect for Normal?Strength Concrete Cylinders Subjected to Axial Impact[J].International Journal of Impact Engineering,2005(31):461- 481.

[5] 周泽平,王明洋,冯淑芳,等.钢筋混凝土梁在低速冲击下的变形与破坏研究[J].振动与冲击,2007,26(5):99-103.?

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