On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. II: Applications
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Publication:1077983
DOI10.1016/0045-7825(86)90150-7zbMath0595.73077OpenAlexW4250042088MaRDI QIDQ1077983
Henryk K. Stolarski, Ted Beltytschko
Publication date: 1986
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(86)90150-7
finite elementsdecompositionnecessary and sufficient conditionselementmode decompositionavoid membrane lockingC(sup 0) beam elementC(sup 1) beam elementcubic-linear C(sup 1) shallow archcurved beam elementsequivalence of the modeHellinger-Reissner mixed methodquadrilateral plate elementstriangular and
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Cites Work
- A Kirchhoff-mode method for \(C^ 0\) bilinear and Serendipity plate elements
- On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. I: Theory
- Shear and membrane locking in curved \(C^ 0\) elements
- AC0 triangular plate element with one-point quadrature
- Locking and shear scaling factors in C° bending elements
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A study of three-node triangular plate bending elements
- Membrane Locking and Reduced Integration for Curved Elements
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