1973
DOI: 10.1007/bf00536579
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Variational formulation of stability problems for thin-walled members

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Cited by 31 publications
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“…The theoretical development of this paper, however, is equally applicable to structural members like beams, plates, etc. because the governing equations of the structural members can always be reduced from those of a solid by introducing additional kinematic constraints on strain fields17, 18) Several numerical examples are presented to demonstrate the effectiveness of the proposed solution procedure.…”
Section: Discussionmentioning
confidence: 99%
“…The theoretical development of this paper, however, is equally applicable to structural members like beams, plates, etc. because the governing equations of the structural members can always be reduced from those of a solid by introducing additional kinematic constraints on strain fields17, 18) Several numerical examples are presented to demonstrate the effectiveness of the proposed solution procedure.…”
Section: Discussionmentioning
confidence: 99%