A unified approach for shear-locking-free triangular and rectangular shell finite elements

Author:

Bletzinger Kai-Uwe,Bischoff Manfred,Ramm Ekkehard

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference25 articles.

1. EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements;Andelfinger;International Journal for Numerical Methods in Engineering,1993

2. The MITC7 and MITC9 plate bending elements;Bathe;Computers and Structures,1989

3. A four-node plate bending element based on Mindlin/Reissner theory and a mixed interpolation;Bathe;International Journal for Numerical Methods in Engineering,1985

4. On a simple triangular Reissner/Mindlin plate element based on incompatible modes and discrete constraints;Batoz;International Journal for Numerical Methods in Engineering,1992

5. A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains;Betsch;Computer Methods in Applied Mechanics and Engineering,1996

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