Unilateral contact buckling of lightly profiled skin sheets under compressive or shearing loads
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Publication:833949
DOI10.1016/J.IJSOLSTR.2007.09.006zbMath1167.74424OpenAlexW2079066816MaRDI QIDQ833949
Publication date: 14 August 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.09.006
compressive loadclamped rectangular thin plateinfinite orthotropic plateprofiled skin sheetshearing loadtensionless rigid foundationunilateral contact buckling
Related Items (4)
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 ⋮ Shear buckling of infinite plates resting on tensionless elastic foundations ⋮ Shell-tensionless foundation interaction and nonlinear thermoelastic stability analysis of laminated composite cylindrical panels
Cites Work
- One dimensional modelling of failure in laminated plates by delamination buckling
- Bifurcation theory for elastic plates subjected to unilateral conditions
- 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
- Buckling of unilaterally constrained plates: Applications to the study of delaminations in layered structures.
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