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Following recent investigations on the decomposition of elastic buckling modes into combinations of structurally meaningful deformation modes, this work presents a novel extension of the above procedure to elastic-plastic collapse mechanisms and highlights the relevant role that this concept may play in the mechanical knowledge/interpretation of thin-walled member failures. The results make it easy to characterise and interpret the mechanics associated with the thin-walled member elastic-plastic failures (as well as with the various loading stages), which may be of great importance in the improvement/development of existing/new design methods (e.g, yield-line theory, direct strength method).

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This page is a summary of: Modal decomposition of thin-walled member collapse mechanisms, Thin-Walled Structures, January 2014, Elsevier,
DOI: 10.1016/j.tws.2013.10.002.
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