Limit Analysis of Rotationally Symmetric Shells Under Central Boss Loadings by a Numerical Method

Author:

Biron A.1,Hodge P. G.2

Affiliation:

1. Department of Mechanical Engineering, Division of Applied Mechanics, E´cole Polytechnique, Montreal, Canada

2. Department of Mechanics, Illinois Institute of Technology, Chicago, Ill.

Abstract

A new method of limit analysis of rotationally symmetric shells is introduced whereby lower and upper bounds are obtained through a nonlinear programming code. Bounds for an ideal sandwich shell with the Mises yield condition are found which are sufficiently close together for almost the entire range of the problem parameters for a particular shell configuration, thus yielding results which, in many cases, could not be obtained by standard techniques because of mathematical complexities. The method is applied to conical and parabolic shells loaded by a central boss.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

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1. Variational Method in Limit Load Analysis—A Review;Journal of Pressure Vessel Technology;2018-08-22

2. Applied Plasticity, Second Edition;Mechanical Engineering Series;2010

3. Plastic Analysis of Shells;Mechanical Engineering Series;2000

4. Inelastic Response of Thin Shells;Thin Shell Theory;1980

5. Bornes quasi-inferieures et bornes superieures de la pression de ruine des coques de revolution par la methode des elements finis et par la programmation non-lineaire;International Journal of Non-Linear Mechanics;1978-01

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