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环形均布荷载作用下简支圆板的塑性极限分析
引用本文:王延斌, 俞茂宏, 魏雪英, 肖耘. 环形均布荷载作用下简支圆板的塑性极限分析[J]. 工程力学, 2002, 19(1): 84-88.
作者姓名:王延斌  俞茂宏  魏雪英  肖耘
作者单位:1.西安交通大学建筑工程与力学学院, 西安, 710049;2. 中国运载火箭技术研究院, 北京, 100076
摘    要:本文采用双剪统一屈服准则首次对受环形均布荷载作用下的简支圆板进行了塑性极限分析,得出了相应的统一解形式。已有的Tresca准则、Mises准则、双剪应力准则的解答是文中解答的特例或逼近,它可以适用于不同性状的拉压同性材料。用本文的解还可以推出多种荷载作用下简支圆板的塑性极限荷载。

关 键 词:双剪统一屈服准则  塑性极限荷载  简支圆板  环形均布荷载
文章编号:1000-4750(2002)01-084-05
收稿时间:2000-04-19
修稿时间:2000-09-15

UNIFIED PLASTIC LIMIT ANALYSES OF CIRCULAR PLATES UNDER UNIFORM ANNULAR LOAD
WANG Yan-bin, YU Mao-hong, WEI Xue-ying, XIAO Yun. UNIFIED PLASTIC LIMIT ANALYSES OF CIRCULAR PLATES UNDER UNIFORM ANNULAR LOAD[J]. Engineering Mechanics, 2002, 19(1): 84-88.
Authors:WANG Yan-bin  YU Mao-hong  WEI Xue-ying  XIAO Yun
Affiliation:1.School of Civil Engineering and Mechanics Xi'an Jiaotong University, Xi'an, 710049;2. China Academy of Launch Vehicle Technology, Beijing, 100076
Abstract:Based on the twin shear unified yield criterion, the plastic limit loads of simply supported circular plate under uniform annular load are given. The other available solutions based on Tresca criterion, Mises criterion and twin shear stress criterion are special cases or approximations of the present result. The present solution is suitable for many materials with same strength in tension and in compression. The plastic limit loads of simply supported circular plates under various loads can be obtained based on the present solution.
Keywords:twin shear unified yield criterion  plastic limit load  simply supported circular plate  uniform annular load
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