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...

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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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Acceso en línea:http://repositorio.unne.edu.ar/handle/123456789/50488
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