节点文献

应用双剪应力屈服准则求解某些塑性力学问题

SOLVING SOME PLASTIC PROBLEMS BY TWIN SHEAR STRESS CRITERION

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 黄文彬曾国平

【Author】 Huang Wenbin, Zeng Guoping(Beijing Agricultural Engineering University)

【机构】 北京农业工程大学北京农业工程大学

【摘要】 文章导出了双剪应力屈服准则的塑性功串表达式及在平面应力条件下的三维图形;用上下限定理精确求出受均载的简支圆板及受轴力与内压联合作用下厚壁圆筒的极限载荷,并与用Mises和Treca屈服准则计算的结果作了对比。

【Abstract】 In this paper the formula of work of plastic deformation and the 3-dimensions figure of Twin shear stress yield criterion in the plane stress condition are derived. The limited loads of a simply supported circular plate subjected to uniform load and a thick-walled tube under the action of an internal pressure and axial force are exactly resolved by upper and lower bounds. The calculated results are compared with that in Mises and Tresca criterions.

  • 【文献出处】 力学学报 ,Acta Mechanica Sinica , 编辑部邮箱 ,1989年02期
  • 【被引频次】54
  • 【下载频次】250
节点文献中: 

本文链接的文献网络图示:

本文的引文网络