A stiffness method for elastic-plastic shells of revolution

Author:

Marcal P V1,Pilgrim W R2

Affiliation:

1. Imperial College of Science and Technology

2. Control Data Limited, London

Abstract

A stiffness method is proposed for the analysis of elastic-plastic shells of revolution with axisymmetric loading. A step-by-step method of integration is used in a computer programme developed to implement the method. Calculations were performed for a toroidal bellows and a torispherical pressure vessel head; the results agree with experimental values.

Publisher

SAGE Publications

Cited by 21 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Shell buckling transformed: Mechanics, design processes and their inter-relation;Stahlbau;2017-04

2. Numerical analysis of the elastic-plastic behaviour of pressure vessels with ellipsoidal and torispherical heads;International Journal of Pressure Vessels and Piping;1996-01

3. Numerical integration strategy for plates and shells;International Journal for Numerical Methods in Engineering;1990-01

4. Elastic-plastic large deflection analysis of axisymmetric shells;Computers & Structures;1989-01

5. Elastic-plastic analysis of thermally loaded cylindrical shells;The Journal of Strain Analysis for Engineering Design;1983-01-01

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