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钢筋混凝土轴对称球扁壳基于双剪屈服准则的极限分析
引用本文:谢小明,陈家瑾,范存新.钢筋混凝土轴对称球扁壳基于双剪屈服准则的极限分析[J].应用力学学报,2002,19(4):126-129.
作者姓名:谢小明  陈家瑾  范存新
作者单位:苏州城建环保学院,江苏,215011
摘    要:导出了基于双剪屈服准则的钢筋混凝土球扁壳的屈服条件,并利用此屈服条件求解出其极限荷载。

关 键 词:双剪屈服准则  屈服条件  钢筋混凝土球扁壳  极限荷载
文章编号:1000-4939(2002)04-0126-04
修稿时间:2001年8月7日

Yield Conditions and Limit Analysis for Axisymmetric Circular Plate and Shallow Spherical Shell of Reinforced Concrete Based on Twin Shear Stress Yield Criterion
Xie Xiaoming,Chen Jiajin,Fan Cunxin.Yield Conditions and Limit Analysis for Axisymmetric Circular Plate and Shallow Spherical Shell of Reinforced Concrete Based on Twin Shear Stress Yield Criterion[J].Chinese Journal of Applied Mechanics,2002,19(4):126-129.
Authors:Xie Xiaoming  Chen Jiajin  Fan Cunxin
Institution:Suzhou Institute of Urban Construction and Environment
Abstract:The yield conditions of axisymmetric circular plate and shallow spherical shell of reinforced concrete based on Twin shear stress yield criterion are presented in the paper. Their limit loads with simply supported edges using this yield conditions are also deduced.
Keywords:Twin shear stress yield criterion  yield condition    shallow spherical shell of reinforced concrete  limit load  
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