Construction of optimal 3-node plate bending triangles by templates

DOI10.1007/s004660050433zbMath0951.74061OpenAlexW2064903806MaRDI QIDQ1807043

Carmelo Militello, Carlos A. Felippa

Publication date: 8 November 1999

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004660050433

zbMATH Keywords

invarianceaspect ratio insensitivityassumed natural deviatoric strainenergy balance constraintsfinite element templateKirchhoff plate-bending triangles

Mathematics Subject Classification ID

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

Related Items (12)

Novel quadrilateral elements based on explicit Hermite polynomials for bending of Kirchhoff-Love plates ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ A new 3-node triangular flat shell element ⋮ Regularized variational formulation for nonlinear dynamics of viscoplastic plates ⋮ A survey of parametrized variational principles and applications to computational mechanics ⋮ A study of optimal membrane triangles with drilling freedoms. ⋮ Customizing the mass and geometric stiffness of plane beam elements by Fourier methods ⋮ REISSNER-MINDLIN EXTENSIONS OF KIRCHHOFF ELEMENTS FOR PLATE BENDING ⋮ Supernatural QUAD4: a template formulation ⋮ A quadrilateral plate bending element based on deformation modes ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) ⋮ A 3-node flat triangular shell element with corner drilling freedoms and transverse shear correction

Uses Software

• TRIC

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