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Large deformation solution of stiffened plates by a mixed finite element method

✍ Scribed by Chen Yen-hang

Publisher
Springer
Year
1984
Tongue
English
Weight
616 KB
Volume
5
Category
Article
ISSN
0253-4827

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## 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 four‐element polynomials, bending moments, __M__~__x__~ and __M__~__y__~ with a partially linear distribution, and a con