Semi-analytical method versus the FEM for analysis of the local post-buckling of thin-walled composite structures
- 9 November 2012
- journal article
- Published by Elsevier BV in Composite Structures
- Vol. 97, 99-106
- https://doi.org/10.1016/j.compstruct.2012.10.035
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- Modal coupled instabilities of thin-walled composite plate and shell structuresComposite Structures, 2006
- Load-carrying capacity of thin-walled composite structuresComposite Structures, 2005
- Modal interactive buckling of thin-walled composite beam-columns regarding distortional deformationsInternational Journal of Engineering Science, 1999
- A semi-analytical method for the analysis of the interactive buckling of thin-walled elastic structures in the second order approximationInternational Journal of Solids and Structures, 1996
- Influence of modification of boundary conditions on load carrying capacity in thin-walled columns in the second order approximationInternational Journal of Solids and Structures, 1993
- Interactive buckling of thin-walled beam-columns with open and closed cross-sectionsThin-Walled Structures, 1993
- A versatile model for interactive buckling of columns and beam-columnsInternational Journal of Solids and Structures, 1988
- Mode interaction in axially stiffened cylindrical shellsAIAA Journal, 1977
- An Alternative Approach to the Interaction between Local and Overall Buckling in Stiffened PanelsPublished by Springer Science and Business Media LLC ,1976
- The post-buckled behaviour of a thin-walled box beam in pure bendingInternational Journal of Mechanical Sciences, 1972