Semi-analytical method versus the FEM for analysis of the local post-buckling of thin-walled composite structures

Author:

Kołakowski Zbigniew,Mania Radosław J.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference21 articles.

1. A versatile model for interactive buckling of columns and beam–columns;Ali;Int J Solids Struct,1988

2. Mode interaction in axially stiffened cylindrical shells;Byskov;AIAA J,1977

3. The postbuckled behaviour of a thin-walled box beam in pure bending;Graves-Smith;Int J Mech Sci,1972

4. Koiter WT. General theory of mode interaction in stiffened plate and shell structures. WTHD report 590, Delft; 1976. p. 41.

5. Koiter WT, van der Neut A. Interaction between local and overall buckling of stiffened compression panels. In: Rhodes J, Walker AC, editor. Thin-walled structures. Granada, St. Albans; 1980. Part I, p. 51–6, part II, p. 66–86.

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