Three-dimensional peridynamic simulation on triaxial compression failure mechanical behavior of cylindrical marble specimen containing pre-existing fissures

IF 4.7 2区 工程技术 Q1 MECHANICS Engineering Fracture Mechanics Pub Date : 2024-11-04 DOI:10.1016/j.engfracmech.2024.110600
Sheng-Qi Yang , Heng Li , Zhen Yang , Su-Sheng Wang , Bo-Wen Sun , Yun-Jin Hu
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Abstract

A series of triaxial compression experiments and analyses were conducted out by using the three-dimensional bond-based peridynamics (BB-PD) model to investigate the mechanical behavior, deformability, and failure behavior of marble samples under different confining pressures. This study assessed the impact of confining pressure on mechanical performance of the intact marble, calibrated PD model micro-parameters using experimental data, and predicted the fissure behavior of marble specimens with single or parallel fissures. Through detailed analysis of crack evolution, crack pattern, displacement fields, and principal stress fields, the research revealed that the ductility of marble depended on the confining pressure, especially in the presence of fissures. Increasing confining pressure facilitated a transition from splitting failure to conjugate shear failure modes and induced stress concentration at fissure tips, leading to wing cracks and secondary cracks initiation. The presence and number of fissures were found to directly influence the mechanical behavior and failure process complexity of marble. A higher number of fissures reduced brittleness and strength while enhancing ductility and variety of failure modes. Seven distinct failure patterns of marble were identified under triaxial compression, illustrating the combined effect of confining pressure and fissures on marble specimen failure modes. This work can provide a theoretical and numerical basis for fissured rocks fracture in deep engineering.
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对含有已存在裂缝的圆柱形大理石试样的三轴压缩破坏力学行为进行三维围动力学模拟
利用三维粘结周动力学(BB-PD)模型进行了一系列三轴压缩实验和分析,研究了不同约束压力下大理石样品的力学行为、变形性和破坏行为。该研究评估了约束压力对完整大理石力学性能的影响,利用实验数据校准了 PD 模型的微观参数,并预测了单裂缝或平行裂缝大理石试样的裂缝行为。通过对裂纹演变、裂纹形态、位移场和主应力场的详细分析,研究发现大理石的延展性取决于密闭压力,尤其是在存在裂纹的情况下。增加密闭压力有利于从劈裂破坏模式过渡到共轭剪切破坏模式,并在裂缝尖端引起应力集中,导致翼状裂缝和次生裂缝的产生。研究发现,裂缝的存在和数量会直接影响大理石的力学行为和破坏过程的复杂性。裂隙数量越多,脆性和强度越低,而延展性和破坏模式的多样性则越强。在三轴压缩条件下,大理石出现了七种不同的破坏模式,说明了约束压力和裂隙对大理石试样破坏模式的综合影响。这项研究可为深部工程中的裂隙岩断裂提供理论和数值依据。
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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