A variational justification of the assumed natural strain formulation of finite elements—II. The C0 four-node plate element

DOI10.1016/0045-7949(90)90268-7zbMath0721.73039OpenAlexW2017774973MaRDI QIDQ5753637

Carmelo Militello, Carlos A. Felippa

Publication date: 1990

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(90)90268-7

zbMATH Keywords

transverse shear strainshybridmixedMITC4independent strain fieldsreduced and selective-integration elements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Optimization of other properties in solid mechanics (74P10)

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