Shear buckling of infinite plates resting on tensionless elastic foundations
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Publication:388388
DOI10.1016/J.EUROMECHSOL.2011.06.010zbMath1278.74066OpenAlexW2082760516MaRDI QIDQ388388
Xing Ma, John Butterworth, Charles A. Clifton
Publication date: 19 December 2013
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.2011.06.010
Related Items (5)
Nonlinear buckling analysis of laminated composite curved panels constrained by Winkler tensionless foundation ⋮ Local buckling of profiled skin sheets resting on tensionless elastic foundations under in-plane shear loading ⋮ 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 ⋮ Response of an infinite beam on a bilinear elastic foundation: bridging the gap between the Winkler and tensionless foundation models
Cites Work
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- Unilateral contact buckling of lightly profiled skin sheets under compressive or shearing loads
- One dimensional modelling of failure in laminated plates by delamination buckling
- A mechanical model for the buckling of unilaterally constrained rectangular plates
- Postbuckling of shear deformable laminated plates resting on a tensionless elastic foundation subjected to mechanical or thermal loading
- Compressive buckling analysis of plates in unilateral contact
- Numerical convergence of simple and orthogonal polynomials for the unilateral plate buckling problem using the Rayleigh-Ritz method
- Contact buckling and postbuckling of thin rectangular plates
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