Microstructure-Based Computational Analysis of Deformation Stages of Rock-like Sandy-Cement Samples in Uniaxial Compression

This work presents a new finite-difference continuum damage mechanics approach for assessment of threshold stresses based on the mechanical response of a representative volume element of a sandy-cement rock-like material. An original experimental study allows validating the mathematical model. A new...

Descripción completa

Detalles Bibliográficos
Autores principales: Eremin, Mikhail O., Zimina, Valentina A., Kulkov, Aleksey S., Stefanov, Yurii P.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9821537/
https://www.ncbi.nlm.nih.gov/pubmed/36614365
http://dx.doi.org/10.3390/ma16010024

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9821537/
https://www.ncbi.nlm.nih.gov/pubmed/36614365
http://dx.doi.org/10.3390/ma16010024

Ejemplares similares