人字形中心开裂巴西圆盘裂纹扩展的实验和数值研究

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Particle Mechanics Pub Date : 2024-05-23 DOI:10.1007/s40571-024-00762-7
Vahab Sarfarazi, Jinwei Fu, Hadi Haeri, Mina Tahmasebi Moez, Manoj Khandelwal
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引用次数: 0

摘要

本研究采用二维粒子流代码 (PFC2D),研究了人字形连接构造对受到直径力作用的中心开裂巴西圆盘的裂纹扩展的影响。使用的是一个直径为 80 毫米的圆盘试样,其中心位置有一个人字形接缝。人字形连接壁之间的角度各不相同(45°、90°、135°),加载与连接方向之间的角度从 0° 到 90°不等。测试在巴西间接拉伸(劈裂拉伸试验)条件下进行,利用声发射(AE)数据分析断裂进展情况。边界速率保持在 0.005 mm/s。样品的巴西拉伸强度和单轴压缩强度分别为 0.8 兆帕和 7.4 兆帕。研究发现,破坏强度取决于具体的破坏机制,而破坏机制又受到所考虑的缺陷几何属性的影响。最大破坏力与拉伸裂纹数量相关,拉伸裂纹数量随着人字形缺口角度的减小而增加。初始加载显示的 AE 事件很少,但随后,AE 撞击在达到峰值力之前不断增加,随着人字形切口角度的减小,撞击次数也不断增加。在试样中观察到的失效模式和最大力与通过数值模拟和实验方法获得的结果密切相关。
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Experimental and numerical investigation on crack propagation for a zigzag central cracked Brazilian disk

This study examines the influence of zigzag joint configuration on crack propagation in centrally cracked Brazilian disks subjected to diametric forces, employing a 2-dimensional Particle Flow Code (PFC2D). An 80-mm-diameter disk specimen was used, featuring a single zigzag joint positioned at its center. The angles between the zigzag joint walls varied (45°, 90°, 135°), and the angle between loading and joint direction ranged from 0° to 90°. Testing was conducted under Brazilian indirect tensile (Splitting tensile test) conditions, with Acoustic Emission (AE) data utilized to analyze fracture progression. The movements of the boundary rate were kept at 0.005 mm/s. Brazilian tensile strength and uniaxial compression strength of samples were 0.8MPa and 7.4 MPa, respectively. The failure strengths were found to be contingent on the specific failure mechanism, which, in turn, was influenced by the geometric attributes of the flaws considered. The maximum failure force correlated with the number of tensile cracks, which increased as the zigzag notch angle decreased. Initial loading exhibited few AE events, but subsequently, AE hits escalated prior to reaching peak force, with the number of hits increasing as the zigzag notch angle decreased. The failure pattern and maximum force observed in specimens closely mirrored results obtained through both numerical simulations and experimental methods.

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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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