A finite element method for gradient elasto-plastic continuum in which the yield strength of strain hardening/softening materials not only depends on the effective plastic strain but also on its Laplacian is presented. The consistent integration algorithm to update the stress and the internal state
A finite element method for elastic-plastic beams and columns at large deflections
โ Scribed by C. Chebl; K.W. Neale
- Publisher
- Elsevier Science
- Year
- 1984
- Tongue
- English
- Weight
- 551 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0045-7949
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