A stress integration algorithm for granular materials based on fully implicit integration with explicit updating is presented. In the implicit method the solution makes use of the gradient to the potential surface at the final stress state which is unknown. The final stress and hardening parameters
β¦ LIBER β¦
A Unified Formulation for Plasticity Models of Granular and other Materials
β Scribed by Harris, D.
- Book ID
- 120148136
- Publisher
- The Royal Society
- Year
- 1995
- Tongue
- English
- Weight
- 373 KB
- Volume
- 450
- Category
- Article
- ISSN
- 0962-8444
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