A ยฎnite element, large displacement formulation of static elasticยฑplastic analysis of slender arbitrarily curved planar beams is presented. Non-conservative and dynamic loads are at present not included. The Bernoulli hypothesis of plane cross-sections is assumed and the eect of shear strains is neg
โฆ LIBER โฆ
A formulation and implementation of geometrically exact curved beam elements incorporating finite strains and finite rotations
โ Scribed by R. K. Kapania; J. Li
- Book ID
- 106157878
- Publisher
- Springer
- Year
- 2003
- Tongue
- English
- Weight
- 453 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0178-7675
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