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¦
Implicit integration algorithm for Hoek-Brown elastic-plastic model
β Scribed by R.G. Wan
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 979 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0266-352X
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