Annular sector plates: Comparison of full-section and layer yield predictions

被引：11

作者：

Turvey, GJ

Salehi, M

机构：

[1] Univ Lancaster, Dept Engn, Lancaster LA1 4YR, England

[2] Amirkabir Univ Technol, Dept Mech Engn, Tehran, Iran

来源：

COMPUTERS & STRUCTURES | 2005年 / 83卷 / 28-30期

关键词：

annular sector plates; large deflections; elasto-plasticity; yield criteria;

D O I：

10.1016/j.compstruc.2005.03.025

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The elasto-plastic large deflection equations for annular sector plates are outlined. They include two sets of incremental constitutive equations. Both are based on the flow theory of plasticity, but one uses the Ilyushin and the other the Von Mises yield criterion. The dynamic relaxation (DR) method is used to solve the equations. The numerical analysis is verified by comparing predicted first yield pressures with exact values. New results are presented, which quantify the effects of plate slenderness, edge support conditions and yield criteria on deflections etc. of a uniformly loaded 60 degrees annular sector plates with 0.5 inner to outer radius ratio. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：2431 / 2441

页数：11

共 18 条

[1]

AZAD AK, 1989, P 4 INT C CIV STRUCT, V2, P103

[2]

CARRIER GF, 1944, J APPL MECH, V11, pA134

[3] NUMERICAL STABILITY OF DYNAMIC RELAXATION ANALYSIS OF NONLINEAR STRUCTURES [J].