A six-node pentagonal assumed natural strain solid-shell element

DOI10.1016/S0168-874X(00)00066-4zbMath1015.74072OpenAlexW2134502182MaRDI QIDQ5941446

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Publication date: 20 August 2001

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0168-874x(00)00066-4

zbMATH Keywords

assumed natural strain methodlocking-free elementmodified generalized laminate stiffness matrixsix-node pentagonal solid-shell element

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ A simple reduced integration hexahedral solid-shell element for large strains ⋮ Multiscale modeling of laminated thin-shell structures with direct \(\mathrm{FE}^2\) ⋮ A six-node prismatic solid finite element for geometric nonlinear problems in elasticity ⋮ Automatic adaptive FE analysis of thin-walled structures using 3D solid elements

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