ELASTO-PLASTIC BEHAVIOUR OF A CIRCULAR BAR LOADED BY AXIAL FORCE AND TORQUE IN STRAIN HARDENING RANGE

被引:9
作者
BROOKS, DS
机构
[1] Civil Engineering Department, University of Adelaide
关键词
D O I
10.1016/0020-7403(69)90081-2
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A method is presented for the analysis of a round bar carrying genera combinations of axial force and torque. Ramberg-Osgood curves are used to describe the material behaviour, and the analysis is based on the Prandtl-Reuss incremental stress-strain laws and the von Mises yield criterion. Numerical results have been obtained for both proportional and non-proportional loading combinations. The effects of elastic compressibility are shown to be negligible for all practical purposes. © 1969.
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页码:75 / &
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