Buckling of multilayered composite plates by natural shear deformation matrix theory

DOI10.1016/0045-7825(94)90039-6zbMath0846.73015OpenAlexW2065786060MaRDI QIDQ1912050

Lazarus Teneketzis Tenek, J. H. Argyris

Publication date: 6 May 1996

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(94)90039-6

zbMATH Keywords

natural coordinate systemfacet three-node triangular finite elementlumping conceptphysical decompositionthree edge-beams

Mathematics Subject Classification ID

Plates (74K20) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Related Items

Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element, Semi-analytical finite elements in the higher-order theory of beams, Linear and geometrically nonlinear bending of isotropic and multilayered composite plates by the natural mode method, High-temperature bending, buckling, and postbuckling of laminated composite plates using the natural mode method, An efficient and locking-free flat anisotropic plate and shell triangular element, A practicable and locking-free laminated shallow shell triangular element of varying and adaptable curvature, Nonlinear and chaotic oscillations of composite plates and shells under periodic heat load, Spline finite member element method for buckling of thin-walled members with any cross-sections in pure bending, Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995), Co-rotational flat facet triangular elements for shell instability analyses., Numerical analysis of complex instability behaviour using incremental-iterative strategies, Explanation and elimination of shear locking and membrane locking with field consistence approach, Coupling of two- and three-dimensional composite shell elements in linear and nonlinear applications, Free vibration analysis of multilayered composite plates and shells with the natural approach, Postbuckling of composite laminates under compressive load and temperature

Uses Software

• MACSYMA

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Finite element method - The natural approach
• A natural triangular layered element for bending analysis of isotropic, sandwich, laminated composite and hybrid plates
• Matrix displacement analysis of shells and plates including transverse shear strain effects
• Analysis of laminated composite plates using a higher-order shear deformation theory
• Shear correction factors for plates and shells
• Anisotropic elasto‐plastic finite element analysis of thick and thin plates and shells
• Composite plate analysis using a new discrete shear triangular finite element
• A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems