Experimental and numerical investigation on crack propagation for a zigzag central cracked Brazilian disk

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
{"title":"Experimental and numerical investigation on crack propagation for a zigzag central cracked Brazilian disk","authors":"Vahab Sarfarazi, Jinwei Fu, Hadi Haeri, Mina Tahmasebi Moez, Manoj Khandelwal","doi":"10.1007/s40571-024-00762-7","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 1","pages":""},"PeriodicalIF":2.8000,"publicationDate":"2024-05-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40571-024-00762-7","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

Abstract

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.

Abstract Image

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
人字形中心开裂巴西圆盘裂纹扩展的实验和数值研究
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。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
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.
期刊最新文献
Multiscale analysis of elastodynamics of graphene-embedded ceramic composite plates A calibration framework for DEM models based on the stress‒strain curve of uniaxial compressive tests by using the AEO algorithm and several calibration suggestions Four-dimensional lattice spring model for blasting vibration of tunnel surrounding rock Optimization research on the layout of scouring pipes in the slurry shield based on CFD-DEM simulation DEM meso-damage analysis for double-block ballastless track with non-coincident interlayer contact
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1