Nonlinear buckling analysis of laminated composite curved panels constrained by Winkler tensionless foundation

DOI10.1016/J.EUROMECHSOL.2012.10.010zbMath1348.74131OpenAlexW1996741306MaRDI QIDQ335188

Ali Reza Shahidi, Danial Panahandeh-Shahraki, Hamid Reza Mirdamadi

Publication date: 2 November 2016

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2012.10.010

zbMATH Keywords

laminated composite curved paneltensionless foundationuni-lateral buckling

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Micromechanical theories (74A60)

Related Items (4)

Nonlinear response of imperfect eccentrically stiffened FGM cylindrical panels on elastic foundation subjected to mechanical loads ⋮ Shell-tensionless foundation interaction and nonlinear thermoelastic stability analysis of laminated composite cylindrical panels ⋮ Buckling analysis of laminated composite plate on tensionless elastic foundations under uniaxial compression ⋮ Experimental, numerical and analytical study of buckling of rectangular composite laminates

Cites Work

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• Stability and vibration of isotropic, orthotropic and laminated plates according to a higher-order shear deformation theory
• Numerical convergence of simple and orthogonal polynomials for the unilateral plate buckling problem using the Rayleigh-Ritz method
• On Foundations That React in Compression Only
• Buckling of unilaterally constrained plates: Applications to the study of delaminations in layered structures.

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