Grain-based modeling of crack propagation and stress evolution in marble under coupled thermo-mechanical condition

IF 3.4 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Linfei Wang, Chuanhua Xu, Jun Peng, Bibo Dai, Zixin Wang, Dang Gao
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Abstract

Thermal cracking mechanism is an important topic for better understanding the strength and deformation behavior of rock in high-temperature-associated engineering. To investigate the crack propagation and stress evolution in marble under thermal–mechanical condition, a thermal–mechanical coupling model is developed in a grain-based model (GBM) using distinct element method (DEM). The developed GBM is first verified by comparing results derived from Fourier’s law of heat conduction. The micro-parameters in GBM are then carefully calibrated to match a large amount of macroscopic properties obtained from laboratory test. At last, the calibrated model is utilized to simulate the cracking behavior of a marble model under both thermal and mechanical loadings. The results show that as temperature in the treatment increases, the change in the number of thermally induced cracks exhibits a consistent trend with the variation of strength parameter in the model. In the thermal loading process, grain boundary tensile cracks are dominant among the generated cracks, accounting for more than 85%. The intra-grain tensile cracks gradually increase as the treatment temperature increases. In the mechanical loading process, the failure is tensile-shear mixed mode in thermally damaged model, and shear ratio in the failure mode gradually decreases as the treatment temperature increases. The thermally damaged model exhibits a lower vertical stress and a slower crack propagation rate during the initial loading stage when compared to the results of unheated model. Both the number of micro-cracks and the vertical stress slowly increase during the initial loading stage as the treatment temperature increases. However, as the peak stress is approached, the growth of both micro-crack quantity and vertical stress progressively diminishes. The results in this study improve our understanding of thermal damage mechanism in marble.

Abstract Image

热-力耦合条件下大理岩裂纹扩展与应力演化的基于晶粒的模拟
热裂机理是高温工程中研究岩石强度和变形特性的一个重要课题。为了研究大理岩在热-力学条件下的裂纹扩展和应力演化,采用离散元法(DEM)建立了基于颗粒模型(GBM)的热-力学耦合模型。首先通过比较傅立叶热传导定律的结果来验证所建立的GBM。然后仔细校准GBM中的微观参数,以匹配从实验室测试中获得的大量宏观特性。最后,利用校正后的模型模拟了大理岩模型在热载荷和机械载荷作用下的开裂行为。结果表明:随着处理温度的升高,热致裂纹数量的变化趋势与模型中强度参数的变化趋势一致;热加载过程中产生的裂纹以晶界拉伸裂纹为主,占85%以上。随着处理温度的升高,晶粒内拉伸裂纹逐渐增多。在机械加载过程中,热损伤模型的破坏模式为拉伸-剪切混合模式,破坏模式中的剪切比随着处理温度的升高而逐渐减小。与未加热模型相比,热损伤模型在初始加载阶段表现出较低的垂直应力和较慢的裂纹扩展速率。在初始加载阶段,随着处理温度的升高,微裂纹数量和竖向应力均呈缓慢增加趋势。然而,随着峰值应力的接近,微裂纹数量和垂直应力的增长都逐渐减小。本研究结果提高了我们对大理岩热损伤机理的认识。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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