Two simple and efficient displacement‐based quadrilateral elements for the analysis of composite laminated plates

DOI10.1002/nme.1123zbMath1075.74687OpenAlexW1971651935MaRDI QIDQ5698786

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Publication date: 20 October 2005

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1123

zbMATH Keywords

first-order shear deformation theoryshear-locking freedisplacement-based quadrilateral elementhybrid-enhanced procedureTimoshenko's laminated composite beam functions

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items

Geometrically Nonlinear Analysis of Laminated Composite Plates Using Cell- and Edge-Based Smoothing MITC3 Finite Elements ⋮ Application of the quadrilateral area coordinate method: a new element for laminated composite plate bending problems ⋮ An Improved Four-Node Element for Analysis of Composite Plate/Shell Structures Based on Twice Interpolation Strategy ⋮ A simple displacement-based 3-node triangular element for linear and geometrically nonlinear analysis of laminated composite plates ⋮ Nonlinear finite element analyses of FRP-reinforced concrete slabs using a new layered composite plate element ⋮ A novel displacement-based Trefftz plate element with high distortion tolerance for orthotropic thick plates

Cites Work

• A discrete shear triangular nine D.O.F. element for the analysis of thick to very thin plates
• A new discrete Kirchhoff‐Mindlin element based on Mindlin‐Reissner plate theory and assumed shear strain fields—part I: An extended DKT element for thick‐plate bending analysis
• Unnamed Item

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