A THEORETICAL-ANALYSIS OF THE PLASTIC-MOMENT CAPACITY OF AN INCLINED YIELD LINE UNDER AXIAL FORCE

被引：25

作者：

ZHAO, XL

HANCOCK, GJ

机构：

[1] Centre for Advanced Structural Engineering, School of Civil and Mining Engineering, University of Sydney

来源：

THIN-WALLED STRUCTURES | 1993年 / 15卷 / 03期

关键词：

D O I：

10.1016/0263-8231(93)90026-7

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Existing formulae for the reduced plastic-moment capacity of an inclined yield line under axial force are reviewed Lower-bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic-moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic-moment capacity is considered.

引用

页码：185 / 207

页数：23

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