A phase field model with modified volumetric-deviatoric decomposition for the mixed-mode fracture of rock

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
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引用次数: 0

Abstract

Recent attempts of phase field models to simulate rock fracture problems have been regarded as fruitful, owing to their powerful crack characterization capability. However, existing phase field models still exhibit limitations in simulating quasi-coplanar shear cracks and related coalescence patterns that often occur in rock failure. In this study, we propose a novel phase field model to simulate the mixed-mode fracture, in which a modified volumetric-deviatoric decomposition that combines the advantages of the volumetric-deviatoric decomposition and the spectral decomposition is conducted to distinguish between tensile, tensile-shear, and compressive-shear fractures; to reduce unrealistic damage in the area outside the crack trajectory, a threshold parameter is introduced into the degradation function to control whether the related energy participates in damage evolution; and the hybrid formulation is employed to efficiently and robustly solve the displacement and phase fields alternately. The feasibility of the proposed phase field model is first validated by a benchmark example. Next, the application of this model to the simulations of different rock specimens under uniaxial compression reveals a better agreement with experimental observations than previous simulation results, demonstrating an advancement over existing phase field models.

岩石混合模式断裂的相场模型与修正的体积-偏差分解法
由于相场模型具有强大的裂缝特征描述能力,最近在模拟岩石断裂问题方面的尝试被认为是卓有成效的。然而,现有的相场模型在模拟岩石破坏中经常出现的准共面剪切裂缝和相关凝聚模式方面仍然存在局限性。在本研究中,我们提出了一种模拟混合模式断裂的新型相场模型,该模型结合了体积-偏差分解和频谱分解的优点,采用修正的体积-偏差分解来区分拉伸、拉伸-剪切和压缩-剪切断裂;为减少裂缝轨迹外区域的不真实损伤,在退化函数中引入了一个阈值参数,以控制相关能量是否参与损伤演化;采用混合公式高效、稳健地交替求解位移场和相场。首先通过一个基准实例验证了所提出的相场模型的可行性。接下来,将该模型用于模拟单轴压缩条件下的不同岩石试样,结果表明,与之前的模拟结果相比,该模型与实验观测结果的一致性更好,这表明该模型比现有的相场模型更先进。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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