Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes.

DOI10.1016/S0020-7683(02)00521-8zbMath1083.74591OpenAlexW1979618943MaRDI QIDQ1871057

Ernest Heymsfield, John F. Peters

Publication date: 6 May 2003

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(02)00521-8

zbMATH Keywords

StabilizationHourglassingSpurious modes shapes

Mathematics Subject Classification ID

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

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