Post-buckling analysis of composite delaminated beams

DOI10.1016/0020-7683(91)90218-5zbMath0734.73037OpenAlexW1982328946MaRDI QIDQ811182

Izhak Sheinman, Michael Soffer

Publication date: 1991

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

Full work available at URL: https://doi.org/10.1016/0020-7683(91)90218-5

zbMATH Keywords

Newton's methodnonlinear equationsparametric analysisinitial imperfectionarbitrary axial and transverse loadingbending- stretching coupling effecteffect of delaminationone-dimensional geometrical nonlinear modelVon Kármán kinematic approach

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability in context of PDEs (35B35) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Optimization of other properties in solid mechanics (74P10) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (1)

Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear

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