Acoustic emission and breakage mechanism analysis on gypsum-filled granite specimens with varying notch dimensions under uniaxial compression testing

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Particle Mechanics Pub Date : 2024-03-20 DOI:10.1007/s40571-024-00738-7
Jinwei Fu, Vahab Sarfarazi, Hadi Haeri, Saeed Delfan, Reza Bahrami, Xiao Wang
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Abstract

This research investigates how inserting notched gypsum filling between granite specimens affects their breakage under uniaxial compressive testing. Various thicknesses of gypsum filling slabs were placed between granite specimens, incorporating different dimensions and notch configurations. The investigated parameters include elastic modulus, Poisson’s ratio, uniaxial compressive strength, and Brazilian tensile strength of 5 GPa, 0.18, 7.4, and 1 MPa, respectively. Compression testing, at an axial load rate of 0.05 mm/min, was conducted on a total of 9 different models. Numerical simulations were performed on models with notched gypsum filling, varying thicknesses, and notch angles using Particle Flow Code in 2D. The results demonstrated that breakage behavior was primarily influenced by filling thickness and notch angle. The uniaxial compressive strengths in samples were found to be affected by fracture patterns and the breakage mechanism of the filling. The study revealed that the behavior of discontinuities is influenced by the number of induced tensile cracks, which increase with thicker filling. Acoustic emission (AE) hits during loading’s initial phase, a rapid increase in AE hits before the applied stress reached its peak, and significant AE hits accompanying each stress drop were observed. The breakage patterns and strengths were found to be similar in both experimental and numerical approaches.

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单轴压缩试验下不同缺口尺寸石膏填充花岗岩试样的声发射和破损机理分析
这项研究探讨了在花岗岩试样之间插入带凹槽的石膏填充物如何影响其在单轴抗压试验下的断裂。在花岗岩试样之间放置了不同厚度的石膏填充板,并采用了不同的尺寸和缺口配置。研究参数包括弹性模量、泊松比、单轴抗压强度和巴西抗拉强度,分别为 5 GPa、0.18、7.4 和 1 MPa。以 0.05 毫米/分钟的轴向载荷速率对总共 9 个不同模型进行了压缩测试。使用二维粒子流代码对石膏填充缺口、不同厚度和缺口角度的模型进行了数值模拟。结果表明,破损行为主要受填充厚度和缺口角度的影响。样品的单轴抗压强度受断裂模式和填充物断裂机制的影响。研究表明,不连续性的行为受诱导拉伸裂纹数量的影响,而诱导拉伸裂纹数量随填充厚度的增加而增加。在加载的初始阶段观察到了声发射(AE),在施加的应力达到峰值之前,声发射迅速增加,并且每次应力下降都伴随着显著的声发射。实验和数值方法发现断裂模式和强度相似。
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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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