## Abstract A simple mixed finite element method is developed. The finite element is a rectangular triangle and rectangle. In the element the deflections are assumed to be simple fourβelement polynomials, bending moments, __M__~__x__~ and __M__~__y__~ with a partially linear distribution, and a con
A mixed finite element method for the elastoplastic plate bending and buckling
β Scribed by T. Hadhri
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 885 KB
- Volume
- 50
- Category
- Article
- ISSN
- 0045-7825
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π SIMILAR VOLUMES
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