Four-node axisymmetric element based upon the Hellinger-Reissner functional
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Publication:1205102
DOI10.1016/0045-7825(91)90121-LzbMath0825.73683OpenAlexW1975747117MaRDI QIDQ1205102
Shmuel L. Weissman, Robert L. Taylor
Publication date: 1 April 1993
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(91)90121-l
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Related Items (3)
THE NONCONFORMING ELEMENT METHOD AND REFINED HYBRID ELEMENT METHOD FOR AXISYMMETRIC SOLID ⋮ Stabilization schemes for 12-node to 21-node brick elements based on orthogonal and consistently assumed stress modes ⋮ Unified and mixed formulation of the 8-node hexahedral elements by assumed strain method
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