## Abstract We study the accuracy and reliability of the lowest‐order bilinear shell finite element schemes. Our approach is based mainly on a simplified shallow shell model analogous to the Reissner–Mindlin model of plate bending. The numerical models are constructed by modifying the strain expres
✦ LIBER ✦
Curved, isoparametric, “quadrilateral” elements for finite element analysis
✍ Scribed by I. Ergatoudis; B.M. Irons; O.C. Zienkiewicz
- Publisher
- Elsevier Science
- Year
- 1968
- Tongue
- English
- Weight
- 630 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
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