## Abstract A low‐order thick and thin plate bending element is derived using bilinear approximations for the transverse deflection, the two rotations and the thickness change. The stress–strain relationships from three‐dimensional elasticity are used without any modifications. In order to avoid lo
A finite deformation brick element with inhomogeneous mode enhancement
✍ Scribed by D. S. Mueller-Hoeppe; S. Loehnert; P. Wriggers
- Publisher
- John Wiley and Sons
- Year
- 2009
- Tongue
- English
- Weight
- 759 KB
- Volume
- 78
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.2523
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