Stresses in thin spherical shells with imperfections. Part I: Influence of axisymmetric imperfections
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Failure internal pressure of spherical steel containment;Sanchez Sarmiento;Nuclear Engineering and Design,1985
2. Stresses in shells;Flugge,1963
3. On shell solutions for masonry domes;Heyman;Int. J. Solids and Structures,1967
4. Structural consequences of small imperfections in elastic thin shells of revolution;Calladine;Int. J. Solids and Structures,1972
5. A simplified approach to the analysis of geometrically imperfect cooling tower shells;Croll;Engineering Structures,1979
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