An e$cient assumed strain triangular solid element is developed for the analysis of plate and shell structures. The "nite element formulation is based on the two-"eld assumed strain formulation with two independent "elds of assumed displacement and assumed strain. The assumed strain "eld is carefull
β¦ LIBER β¦
New assumed natural strain formulation of the shallow shell element
β Scribed by Muhanna, Rafi L.
- Publisher
- John Wiley and Sons
- Year
- 1993
- Tongue
- English
- Weight
- 725 KB
- Volume
- 9
- Category
- Article
- ISSN
- 1069-8299
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