## 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
β¦ LIBER β¦
A new method for derivation of locking-free plate bending finite elements via mixed/hybrid formulation
β Scribed by M. Gellert
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 686 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0029-5981
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