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

来源：

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES | 1969年 / 11卷 / 01期

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.

引用

页码：75 / &

共 8 条

[1] THE INFLUENCE OF COMPRESSIBILITY IN ELASTIC-PLASTIC BENDING [J].