DESIGN OF REINFORCED CONCRETE FLAT SLABS FOR PUNCHING SHEAR.

被引：0
|
作者：
Vijaya Rangan, B. [1 ]
机构：
[1] Univ of New South Wales, Sydney, Aust, Univ of New South Wales, Sydney, Aust
来源：
Indian Concrete Journal | 1988年 / 62卷 / 01期
关键词：
CONCRETE - Standards - CONCRETE TESTING;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on a physical model, expressions are presented for the calculation of punching shear strength of reinforced concrete flat slabs in the presence of an unbalanced bending moment. The expressions cover flat plate floors with or without edge beams as well as slabs with shear reinforcement. The predictions by these expressions are found conservative, when compared with the available test results. On the basis of these expressions, a set of recommendations for the design of slabs to guard against punching shear failure is proposed. An example is presented to illustrate the application of the proposed design recommendations.
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页码：37 / 42
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