A variational justification of the assumed natural strain formulation of finite elements—II. The C0 four-node plate element
- 31 December 1990
- journal article
- Published by Elsevier in Computers & Structures
- Vol. 34 (3) , 439-444
- https://doi.org/10.1016/0045-7949(90)90268-7
Abstract
No abstract availableKeywords
This publication has 3 references indexed in Scilit:
- A variational justification of the assumed natural strain formulation of finite elements—I. Variational principlesComputers & Structures, 1990
- A different view of the assumed stress hybrid methodInternational Journal for Numerical Methods in Engineering, 1986
- A four‐node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolationInternational Journal for Numerical Methods in Engineering, 1985