Branching behavior in the nonlinear response of sandwich panels with a transversely flexible core

DOI10.1016/S0020-7683(99)00232-2zbMath0968.74028OpenAlexW2067555336MaRDI QIDQ1579816

Vladimir S. Sokolinsky, Yeoshua Frostig

Publication date: 23 November 2000

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(99)00232-2

zbMATH Keywords

finite differenceslarge deformationssmall strainsimperfection sensitivityplatesKirchhoff theorysandwich panelsmoderate rotationspredictor-corrector techniqueflexible corepath-following procedurecylindrical bendlinglong wave bucklingnarrow beamspseudoarclength continuation procedureshort wave buckling

Mathematics Subject Classification ID

Plates (74K20) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (5)

Failure behavior of composite sandwich structures under local loading ⋮ Wrinkling in sandwich panels with bi‐modular core ⋮ An efficient approach for post-buckling analysis of sandwich structures with elastic-plastic material behavior ⋮ Elastica of sandwich panels with a transversely flexible core-A high-order theory approach ⋮ On the nonlinear post-critical responses of VAT sandwich beams with variable stiffness composite skins under axial compression

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