Coupled crystal plasticity-cohesive zone modeling of rock salt viscoplasticity

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED
Nour Habib, Saber El Arem, Amine Ammar
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引用次数: 0

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.
岩盐粘塑性耦合晶体塑性-黏结区建模
岩盐由于其在高压下的粘塑性特性和结构完整性,是安全、大规模地下蓄能的理想选择。本研究提出了一个综合的数值框架来模拟岩盐的粘塑性变形,同时考虑了粒内和晶界(GB)变形机制。使用幂律关系控制的晶体塑性方法来模拟晶内变形,捕捉晶体滑移系统的活动。同时,引入内聚带模型(CZM),通过速率相关的牵引分离规律来模拟晶界滑动(GBS)和打开。这种建模策略可以详细分析晶体塑性和晶间脱黏现象之间的耦合相互作用。
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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
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