Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes.
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Publication:1871057
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
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