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Abstract：
This paper investigates the punching strength of reinforced concrete circular slab subjected to uniform load. Fourteen specimens are tested in which eleven slabs failed due to punching shear. A punching failure pattern is given and a prediction equation is derived based on the punching failure pattern and theory of plasticity. The proposed equation has been verified by the experimental results.
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Journal of Building Structures
ISSN： 1000-6869
CN： 11-1931/TU
Year： 1985
Issue： 6
Volume： 6
Page： 14-23
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ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 0
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