Solutions of two elastic-plastic problems based on unified strength theory

被引：0
|
作者：
Liu, XQ [1 ]
Ni, XH [1 ]
Liu, YT [1 ]
机构：
[1] Med Engn Coll, Shijiazhuang 050003, Hebei, Peoples R China
来源：
ISTM/2001: 4TH INTERNATIONAL SYMPOSIUM ON TEST AND MEASUREMENT, VOLS 1 AND 2, CONFERENCE PROCEEDINGS | 2001年
关键词：
unified strength theory; strength-difference effect; elastic limit load;
D O I：
暂无
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
The elastic limit loads of infinite thin-plate containing a circular hole and half-plane plate supporting a uniformly distributed load are analyzed by used unified strength theory. The universal solutions are given. The elastic limit loads of various materials can be obtained by choosing different parameters b and alpha. The results of various single strength theories are the special cases for result in this paper.
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页码：1067 / 1069
页数：3
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