Buckling of unilaterally constrained plates: Applications to the study of delaminations in layered structures.

DOI10.1016/S0016-0032(97)00053-7zbMath1052.74023MaRDI QIDQ5959130

Anthony M. Waas, Khaled W. Shahwan

Publication date: 1998

Published in: Journal of the Franklin Institute (Search for Journal in Brave)

zbMATH Keywords

Galerkin methodnonlinear elastic foundationKirchhoff-Love hypothesis

Mathematics Subject Classification ID

Plates (74K20) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Fracture and damage (74R99)

Related Items (3)

Unilateral contact buckling of lightly profiled skin sheets under compressive or shearing loads ⋮ Nonlinear buckling analysis of laminated composite curved panels constrained by Winkler tensionless foundation ⋮ Shell-tensionless foundation interaction and nonlinear thermoelastic stability analysis of laminated composite cylindrical panels

Cites Work

• Buckling and postbuckling of the lying sheet
• Analysis of certain unilateral problems in von Kármán plate theory by a penalty method. I. A variational principle with penalty
• Analysis of certain unilateral problems in von Kármán plate theory by a penalty method. II. Approximation and numerical analysis
• Uni-directional buckling of a pinned elastica with external pressure
• Bifurcation theory for elastic plates subjected to unilateral conditions
• The buckling of a radially constrained imperfect circular ring
• Beams on bilinear elastic foundations
• Nonlinear eigenvalue problems characterized by variational inequalities with applications to the postbuckling analysis of unilaterally-supported plates
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