ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR

Li Chenchen; Gao Danying; Yang Wentao

doi:10.13204/j.gyjz200909016

Volume 39 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 77-80

Wang Ling, Wang Lijie, Ma Shibin. DISCUSSION ON NATURAL VENTILATION IN A BUILDING DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 55-57. doi: 10.13204/j.gyjz200909010

Citation:

Li Chenchen, Gao Danying, Yang Wentao. ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 77-80. doi: 10.13204/j.gyjz200909016

Wang Ling, Wang Lijie, Ma Shibin. DISCUSSION ON NATURAL VENTILATION IN A BUILDING DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 55-57. doi: 10.13204/j.gyjz200909010

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ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR

doi: 10.13204/j.gyjz200909016

1.
Research Center of New Style Building Material &Structure,Zhengzhou University,Zhengzhou 450002,China

Received Date: 2008-10-21
Publish Date: 2009-09-20

Abstract

Abstract

Influences of concrete strength and steel fiber volume fraction on the ultimate bearing capacity of reinforced high-strength concrete square slabs subjected to punching shear are investigated through the experiments on six reinforced steel fiber reinforced high-strength concrete square slabs.The test results show that the deformation of slab before punching shear failure is caused by bending deformation and the steel fiber increases the ultimate bearing capacity of reinforced high-strength concrete square slabs.Finally,the formulas of ultimate bearing capacity are gotten based on the unified strength theory.
- punching shear steel fiber,
- reinforced high-strength concrete,
- ultimate bearing capacity

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References(3)

References

[2] 严宗达.用双剪强度理论解混凝土板冲切的轴对称问题[J].工程力学,1996,13(1):1-7.

俞茂宏.强度理论新体系[M].西安:西安交通大学出版社,1992.

[3] 林旭健,钱在兹,郑作樵.钢纤维高强混凝土方形板冲切板的变形与强度[J].土木工程学报,2004,37(12):24-28.

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