A non-isothermal consolidation model for gradient-based poroplasticity
In this work, the thermodynamically consistent non-local model for concretes subjected to high temperatures originally proposed by Ripani, et al (2014) [1] is extended, in order to evaluate the failure behavior of partially saturated quasi brittle materials like soils. This new formulation follow...
Guardado en:
| Autores principales: | Mroginski, Javier Luis, Etse, Guillermo, Ripani, Marianela |
|---|---|
| Formato: | Documento de conferencia |
| Lenguaje: | Inglés |
| Publicado: |
Asociación Argentina de Mecánica Computacional
2022
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| Materias: | |
| Acceso en línea: | http://repositorio.unne.edu.ar/handle/123456789/50488 |
| Aporte de: |
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