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Coupled crystal plasticity-cohesive zone modeling of rock salt viscoplasticity

Article dans une revue avec comité de lecture
Author
HABIB, Nour
211916 Laboratoire Angevin de Mécanique, Procédés et InnovAtion [LAMPA]
ccEL AREM, Saber
211916 Laboratoire Angevin de Mécanique, Procédés et InnovAtion [LAMPA]
ccAMMAR, Amine
211916 Laboratoire Angevin de Mécanique, Procédés et InnovAtion [LAMPA]

URI
http://hdl.handle.net/10985/27046
DOI
10.1016/j.finel.2025.104438
Date
2025-09-09
Journal
Finite Elements in Analysis and Design

Abstract

Rock salt, owing to its viscoplastic behavior and structural integrity under high pressure, is a promising candidate for safe and large-scale underground energy storage. This study presents a comprehensive numerical framework for modeling the viscoplastic deformation of rock salt, accounting for both intragranular and grain boundary (GB) deformation mechanisms. Intragranular deformation is modeled using a crystal plasticity approach governed by a power-law relation, capturing the activity of crystallographic slip systems. Concurrently, a cohesive zone model (CZM) is introduced to simulate grain boundary sliding (GBS) and opening via a rate-dependent traction–separation law. This modeling strategy enables a detailed analysis of the coupled interplay between crystal plasticity and intergranular decohesion phenomena.

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