Two improvements in formulation of nine-node element MITC9
Author:
Affiliation:
1. IFTR; Polish Academy of Sciences; Warsaw Poland
Publisher
Wiley
Subject
Applied Mathematics,General Engineering,Numerical Analysis
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/nme.4399/fullpdf
Reference33 articles.
1. Reduced integration technique in general analysis of plates and shells’;Zienkiewicz;International Journal for Numerical Methods in Engineering,1971
2. A consistent control of spurious singular modes in the 9-node Lagrangian element for the Laplace and Mindlin plate equations;Belytschko;Computer Methods in Applied Mechanics and Engineering,1985
3. A curved C0 shell element based on assumed natural-coordinate strains;Park;Transactions of the ASME,1986
4. Assumed strain stabilization procedure for the 9-node Lagrange shell element;Belytschko;International Journal for Numerical Methods in Engineering,1989
5. Improved numerical integration of thick shell finite elements;Pawsey;International Journal for Numerical Methods in Engineering,1971
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