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
โฆ LIBER โฆ
Plasticity models for soil, granular and jointed rock materials
โ Scribed by David Harris
- Book ID
- 108359692
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 768 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0022-5096
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