Linear versus non-linear analysis of imperfect spherical pressure vessels
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference10 articles.
1. Stresses in Shells;Flügge,1963
2. Structural consequences of small imperfections in elastic thin shells of revolution;Calladine;Int. J. Solids Struct.,1972
3. Stresses in thin spherical shells with imperfections. Part I: Influence of axisymmetric imperfections;Godoy;Thin Walled Struct.,1987
4. Stresses in thin spherical shells with imperfections. Part II: Influence of local imperfections;Godoy;Thin Walled Struct.,1987
5. A simplified bending analysis of imperfect spherical pressure vessels;Godoy;Int. J. Pres. Ves. & Piping,1987
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1. Stresses and pressures in thin-walled structures with damage and imperfections;Thin-Walled Structures;1998-09
2. Non-linear analysis of imperfect structures;Thin-Walled Structures with Structural Imperfections;1996
3. Imperfect spherical shells;Thin-Walled Structures with Structural Imperfections;1996
4. Thickness changes in pressurised shells;International Journal of Pressure Vessels and Piping;1993-01
5. A simple nonlinear analysis of a spherical pressure vessel with axi-symmetric band of geometric imperfection;Journal of Constructional Steel Research;1992-01
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