Initial post-buckling of variable-stiffness curved panels

DOI10.1016/j.jmps.2014.07.003zbMath1328.74058OpenAlexW1973815273MaRDI QIDQ904798

N. E. Zubov

Publication date: 14 January 2016

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.jmps.2014.07.003

zbMATH Keywords

post-bucklingdifferential quadratureshell bucklingKoiter's methodvariable angle tow

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Shells (74K25)

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Cites Work

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• Progressive failure analysis of tow-placed, variable-stiffness composite panels
• Asymptotic post-buckling FEM analysis using corotational formulation
• An incremental approach to the solution of snapping and buckling problems
• A generalized approach for implementing general boundary conditions in the GDQ free vibration analysis of plates
• Postbuckling analysis and imperfection sensitivity of general shells by the finite element method
• The buckling behaviour in axial compression of slightly-curved panels, including the effect of shear deformability
• Differential quadrature: A technique for the rapid solution of nonlinear partial differential equations
• Postbuckling analysis of rectangular orthotropic plates
• A fast incremental/iterative solution procedure that handles “snap-through”
• A numerical and experimental investigation of the buckling behavior of composite panels
• Differential quadrature method in the buckling analysis of beams and composite plates
• In-plane response of laminates with spatially varying fiber orientations - Variable stiffness concept
• PERTURBATION APPROACH TO ELASTIC POST-BUCKLING ANALYSIS
• W. T. Koiter’s Elastic Stability of Solids and Structures
• Buckling behavior of compression-loaded quasi-isotropic curved panels with a circular cutout