Direct evaluation of the ‘worst’ imperfection shape in shell buckling
- 1 October 1997
- journal article
- Published by Elsevier BV in Computer Methods in Applied Mechanics and Engineering
- Vol. 149 (1-4), 201-222
- https://doi.org/10.1016/s0045-7825(97)00055-8
Abstract
No abstract availableKeywords
This publication has 20 references indexed in Scilit:
- KOITER'S ANALYSIS OF THIN-WALLED STRUCTURES BY A FINITE ELEMENT APPROACHInternational Journal for Numerical Methods in Engineering, 1996
- Shell theory versus degeneration—a comparison in large rotation finite element analysisInternational Journal for Numerical Methods in Engineering, 1992
- An assumed covariant strain based 9‐node shell elementInternational Journal for Numerical Methods in Engineering, 1987
- A formulation of general shell elements—the use of mixed interpolation of tensorial componentsInternational Journal for Numerical Methods in Engineering, 1986
- Degenerated isoparametric finite elements using explicit integrationInternational Journal for Numerical Methods in Engineering, 1986
- Deflated Decomposition of Solutions of Nearly Singular SystemsSIAM Journal on Numerical Analysis, 1984
- Multiple Eigenvalues Lead to Secondary BifurcationSiam Review, 1975
- Buckling load of non-linear systems with multiple eigenvaluesInternational Journal of Solids and Structures, 1974
- On the Postbuckling Behavior of Imperfection-Sensitive Structures in the Plastic RangeJournal of Applied Mechanics, 1972
- The Buckling of Thin Cylindrical Shells Under Axial CompressionJournal of the Aeronautical Sciences, 1941