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• W2022843935 abstract "This paper presents a finite element formulation for the buckling mode interaction analysis of structures modelled as plate assemblies. The main assumptions are linear elasticity, a linear fundamental path, the existence of distinct critical states that are coincident or near coincident, and a coupled path arising from a linear combination of modal displacements due to interaction. The formulation adopted is known as the W-formulation, in which the energy is written in terms of a sliding set of incremental co-ordinates measured with respect to the fundamental path. The energy is then expressed with respect to a reduced modal co-ordinate basis and the coupled solution arising from interaction is computed. An example of a fibre-reinforced composite I-beam subjected to axial compression illustrates the procedure. The results are compared to a simplified model developed by the authors. Also, an imperfection sensitivity analysis is performed." @default.
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• W2022843935 date "1996-02-15" @default.
• W2022843935 modified "2023-09-24" @default.
• W2022843935 title "FINITE ELEMENTS FOR THREE-MODE INTERACTION IN BUCKLING ANALYSIS" @default.
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• W2022843935 doi "https://doi.org/10.1002/(sici)1097-0207(19960215)39:3<469::aid-nme864>3.0.co;2-a" @default.
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