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中心有圆孔钢筋砼圆形平板极限承载能力分析
引用本文:茹恩华. 中心有圆孔钢筋砼圆形平板极限承载能力分析[J]. 青岛理工大学学报, 1991, 0(1)
作者姓名:茹恩华
作者单位:青岛建筑工程学院建筑工程系
摘    要:
本文对工程上存在的中心有圆孔的钢筋砼圆形平板,用塑性线理论推出其极限承载能力解析式,并通过结构实验验证了其可靠性。

关 键 词:塑性线  极限承载能力  虚功原理

Limit Load-Carrying Capacity of Reinforced Concrete Circular Plain Slabs with Circular Holes in Center
Ru Enhua,Dept. of Architectural Engineering,QIAE. Limit Load-Carrying Capacity of Reinforced Concrete Circular Plain Slabs with Circular Holes in Center[J]. Journal of Qingdao Technological University, 1991, 0(1)
Authors:Ru Enhua  Dept. of Architectural Engineering  QIAE
Abstract:
In this paper, the analytical formulas of limit load-carrying capacity of reinforced concrete circular plain slabs with circular holes in center, used in engineering, have been derived with yield line theory, and their reliability has been checked by the experiments.
Keywords:yield line  limit load-carrying capacity  principle of imaginary work.  
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