Rock fracturing failure simulation via sub-block element splitting with discontinuous deformation analysis (DDA)

IF 5.3 2区 工程技术 Q1 MECHANICS Engineering Fracture Mechanics Pub Date : 2025-04-15 Epub Date: 2025-02-16 DOI:10.1016/j.engfracmech.2025.110944
Youjun Ning , Cheng Zhao , Xinyang Lv , Lin Yao , Zheng Yang , Haofeng Chen
{"title":"Rock fracturing failure simulation via sub-block element splitting with discontinuous deformation analysis (DDA)","authors":"Youjun Ning ,&nbsp;Cheng Zhao ,&nbsp;Xinyang Lv ,&nbsp;Lin Yao ,&nbsp;Zheng Yang ,&nbsp;Haofeng Chen","doi":"10.1016/j.engfracmech.2025.110944","DOIUrl":null,"url":null,"abstract":"<div><div>Discontinuous deformation analysis (DDA) is a representative numerical method for simulating the deformation and large displacement behaviors of discontinuous media like rock masses. For rock fracturing simulations, the previous sub-block element DDA fracturing modeling method (sub-block DDA method) only allows cracks to develop along artificial joints between sub-blocks, therefore showing high mesh dependency. In the present work, a new sub-block element splitting DDA fracturing modeling method (sub-block splitting DDA method) which allows the self-splitting of sub-blocks is developed. The new method determines the tensile and shear self-splitting of sub-block elements in crack initiation or propagation simulations based on the sub-block stress state. Its algorithm mainly involves the search of discontinuity loops, determination of crack tips, crack initiation and propagation criteria, and split and update of sub-block elements. Tensile failure tests of rectangular rock specimens with pre-existing cracks, radial compression splitting tests of an intact disc and rock discs with pre-existing cracks, and the Hopkinson spalling test of a rock rod are simulated. The simulation results are in good agreement with the corresponding experimental, theoretical, or other numerical simulation results. It is well demonstrated that the new method overcomes the limitations of previous DDA fracturing simulation methods which could only approximate crack paths by crack bands, and greatly reduces the mesh dependency effect. The seismic fracturing and failure of a jointed rock slope are also simulated. The characteristics of the failure process and failure mode of the slope are analyzed, and the seismic surface-oriented effect and elevation amplification effect are revealed. The new sub-block splitting DDA method provides a potential powerful numerical approach for rock mass mechanical behavior simulations involving deformation, fracturing and large displacements.</div></div>","PeriodicalId":11576,"journal":{"name":"Engineering Fracture Mechanics","volume":"318 ","pages":"Article 110944"},"PeriodicalIF":5.3000,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013794425001456","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/2/16 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
引用次数: 0

Abstract

Discontinuous deformation analysis (DDA) is a representative numerical method for simulating the deformation and large displacement behaviors of discontinuous media like rock masses. For rock fracturing simulations, the previous sub-block element DDA fracturing modeling method (sub-block DDA method) only allows cracks to develop along artificial joints between sub-blocks, therefore showing high mesh dependency. In the present work, a new sub-block element splitting DDA fracturing modeling method (sub-block splitting DDA method) which allows the self-splitting of sub-blocks is developed. The new method determines the tensile and shear self-splitting of sub-block elements in crack initiation or propagation simulations based on the sub-block stress state. Its algorithm mainly involves the search of discontinuity loops, determination of crack tips, crack initiation and propagation criteria, and split and update of sub-block elements. Tensile failure tests of rectangular rock specimens with pre-existing cracks, radial compression splitting tests of an intact disc and rock discs with pre-existing cracks, and the Hopkinson spalling test of a rock rod are simulated. The simulation results are in good agreement with the corresponding experimental, theoretical, or other numerical simulation results. It is well demonstrated that the new method overcomes the limitations of previous DDA fracturing simulation methods which could only approximate crack paths by crack bands, and greatly reduces the mesh dependency effect. The seismic fracturing and failure of a jointed rock slope are also simulated. The characteristics of the failure process and failure mode of the slope are analyzed, and the seismic surface-oriented effect and elevation amplification effect are revealed. The new sub-block splitting DDA method provides a potential powerful numerical approach for rock mass mechanical behavior simulations involving deformation, fracturing and large displacements.
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
基于不连续变形分析(DDA)的分段单元分裂岩石破裂破坏模拟
非连续变形分析(DDA)是模拟岩体等非连续介质变形和大位移特性的一种代表性数值方法。对于岩石压裂模拟,以往的子块元DDA压裂建模方法(子块DDA法)只允许裂缝沿子块之间的人工节理发育,因此具有较高的网格依赖性。本文提出了一种允许子块自分裂的子块单元分裂DDA压裂建模方法(子块分裂DDA方法)。该方法基于子块体应力状态确定裂纹萌生或扩展模拟中子块体单元的拉伸和剪切自裂。其算法主要包括不连续环的搜索、裂纹尖端的确定、裂纹起裂和扩展准则以及子块单元的分割和更新。模拟了含裂纹矩形岩石试件的拉伸破坏试验、完整盘和含裂纹岩石盘的径向压缩劈裂试验以及岩石杆的Hopkinson剥落试验。仿真结果与相应的实验、理论或其他数值模拟结果吻合良好。结果表明,该方法克服了以往DDA裂缝模拟方法只能通过裂缝带近似裂缝路径的局限性,大大降低了网格依赖效应。模拟了节理岩质边坡的地震破裂破坏过程。分析了边坡的破坏过程特征和破坏模式,揭示了边坡的震面导向效应和高程放大效应。新的子块分裂DDA方法为岩体变形、破裂和大位移力学行为模拟提供了一种潜在的强大数值方法。
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
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.
期刊最新文献
Fracture analysis of mode III interface cracks in ultra-thin layered composite materials: theory and MATLAB code A new estimation of median crack length in scratching of brittle materials On the 1D homogeneous and localized solutions of variational phase field method for pressurized fracture Higher-order electromechanical fracture analysis: Single- and mixed-mode nanocracks in flexoelectric solids Experimental study on the effect of bending stress on rail RCF crack initiation and propagation behavior: Based on a newly designed rail specimen
×
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:604180095
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