Thermodynamic-based constitutive model of hot dry rock after cooling

IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL
Zhen Wang , Shu Zhu , Yu-xin Yuan , Ming Wu , Semaierjiang Maimaitiyusupu , Zhen-de Zhu , Xiao-hui Ni
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引用次数: 0

Abstract

The residual strength of hot dry rock (HDR) after thermal shock of cooling (TSC) is crucial for maintaining wellbore integrity in geothermal extraction. Notably, the residual strength of most HDR exhibits a non-monotonic variation as original temperature increasing. While damage mechanics can simulate the monotonic degradation of residual strength, accurately modeling this non-monotonic behavior remains challenging. To address this issue, this paper proposes a thermodynamic-based constitutive model that captures this non-monotonic behavior by considering the mutual influence between thermal and stress fields. By employing Onsager reciprocal relations, a constraint matrix for thermodynamic dissipation is established, providing a theoretical basis for constructing the thermodynamic constitutive model considering the mutual influence among physical fields. The model can not only simulate non-monotonic variations in residual strength but also monotonic. By adjusting the mutual influence coefficient of physical fields k˜, the model can simulate the transition from monotonic to non-monotonic behavior. This approach offers a new method for addressing more realistic and complex situations in practice engineering where both monotonic and non-monotonic behaviors coexist, overcoming limitations of assuming coexistence of "negative" and "positive" damage in traditional damage mechanics models. This model serves as a computational tool for wellbore stability analysis in geothermal extraction and provides different avenues for studying rock behavior in multi-physical fields.
基于热力学的干热岩石冷却后本构模型
热冲击冷却(TSC)后热干岩(HDR)的残余强度是地热开采中保持井筒完整性的关键。值得注意的是,随着原始温度的升高,大多数HDR的残余强度呈现非单调变化。虽然损伤力学可以模拟残余强度的单调退化,但准确模拟这种非单调行为仍然具有挑战性。为了解决这一问题,本文提出了一个基于热力学的本构模型,该模型通过考虑热场和应力场之间的相互影响来捕捉这种非单调行为。利用Onsager互易关系,建立了热力学耗散约束矩阵,为建立考虑各物理场相互影响的热力学本构模型提供了理论基础。该模型既能模拟残余强度的非单调变化,又能模拟残余强度的单调变化。通过调整物理场的相互影响系数k ~,该模型可以模拟从单调到非单调的转变行为。该方法克服了传统损伤力学模型假设“负”损伤和“正”损伤共存的局限性,为解决单调和非单调行为共存的实际工程中更为现实和复杂的情况提供了一种新的方法。该模型可作为地热开采井筒稳定性分析的计算工具,为研究多物理场岩石行为提供了不同的途径。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Mechanical Sciences
International Journal of Mechanical Sciences 工程技术-工程:机械
CiteScore
12.80
自引率
17.80%
发文量
769
审稿时长
19 days
期刊介绍: The International Journal of Mechanical Sciences (IJMS) serves as a global platform for the publication and dissemination of original research that contributes to a deeper scientific understanding of the fundamental disciplines within mechanical, civil, and material engineering. The primary focus of IJMS is to showcase innovative and ground-breaking work that utilizes analytical and computational modeling techniques, such as Finite Element Method (FEM), Boundary Element Method (BEM), and mesh-free methods, among others. These modeling methods are applied to diverse fields including rigid-body mechanics (e.g., dynamics, vibration, stability), structural mechanics, metal forming, advanced materials (e.g., metals, composites, cellular, smart) behavior and applications, impact mechanics, strain localization, and other nonlinear effects (e.g., large deflections, plasticity, fracture). Additionally, IJMS covers the realms of fluid mechanics (both external and internal flows), tribology, thermodynamics, and materials processing. These subjects collectively form the core of the journal's content. In summary, IJMS provides a prestigious platform for researchers to present their original contributions, shedding light on analytical and computational modeling methods in various areas of mechanical engineering, as well as exploring the behavior and application of advanced materials, fluid mechanics, thermodynamics, and materials processing.
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