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Buckling of thin-walled T-beam under concentrated vertical bending load P

FROM:

Costin Pacoste and Anders Eriksson and Adam Zdunek (Structural Mechanics group,
 KTH, Royal Institute of Technology,
 Stockholm, Sweden),

“Parameter dependence in the critical behaviour of shell structures: a numerical approach”, Fourth International Colloquium on Computation of Shell and Spatial Structures, IASS-IACM 2000, June 5-7, 2000, Crete, Greece

ABSTRACT: The paper describes how quasi-static, conservative instability problems can be analysed in a multi-parametric settings. The solution methods are seen as extensions to common incremental-iterative strategies, allowing the computations of subsets of equilibrium states which also fulfill some auxiliary conditions, e.g. criticality. A set of carefully chosen numerical examples demonstrates the versatility of the numerical procedures in performing sensitivity analyses for large scale structures.

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