A general approximate technique for the finite element shakedown and limit analysis of axisymmetrical shells .2. Numerical applications

被引：0

作者：

Franco, JRQ

Ponter, ARS

机构：

[1] UNIV LEICESTER,DEPT ENGN,LEICESTER LE1 7RH,LEICS,ENGLAND

[2] UNIV FED MINAS GERAIS,ESCOLA ENGN,DEPT ENGN ESTRUTURAS,BR-30110060 BELO HORIZONT,MG,BRAZIL

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1997年 / 40卷 / 19期

关键词：

shakedown; limit analysis; collapse mechanism; shells; linear programming;

D O I：

10.1002/(SICI)1097-0207(19971015)40:19<3515::AID-NME223>3.0.CO;2-W

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The shakedown theory and basic relations to develop an upper bound technique for the analysis of thin axisymmetric shells has been represented in Part I of this paper. Here numerical solutions consisting of the shakedown or limit load and the corresponding collapse mechanism are compared with other numerical and analytical solutions for a range of shell geometries. (C) 1997 John Wiley & Sons, Ltd.

引用

页码：3515 / 3536

页数：22