Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 54 Issue 7
Jul.  2024
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2024  >  54(7): 196-201
XIAO Congzhen, LI Jianhui, MA Tianyi, WEI Yue, WU Zhenhong, QIAO Baojuan. Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 20-30. doi: 10.3724/j.gyjzG23120812
Citation: YE Qiongyao, WEI Lide, SHAO Yu, LI Meng. An Analysis Model of UDEC for Crack Propagation and Numerical Simulations for Specimens with Double Pre-Existing Cracks[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 196-201. doi: 10.3724/j.gyjzG22100101
shu

An Analysis Model of UDEC for Crack Propagation and Numerical Simulations for Specimens with Double Pre-Existing Cracks

doi: 10.3724/j.gyjzG22100101

  • 1. Guangxi Communications Design Group Co., Ltd., Nanning 530029, China;

  • 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;

  • 3. Gezhouba Group Transportation Investment Co., Ltd., Baise 533500, China

  • Received Date: 2022-10-01
    Available Online: 2024-08-16
    Abstract
  • An UDEC analysis model composed of triangular blocks for crack propagation was proposed. In the proposed model,a FEM mesh of triangular elements was generated in the interesting area by a finite element software first. Then the FEM mesh was converted into an UDEC mesh by a transformation program. The UDEC mesh was composed of triangular blocks and joints on the boundary of simulated blocks. The joints included virtual joints and real joints. These virtual joint interfaces provided paths along which cracks could generate and propagate. Its failure was controlled by the model of Joint model SS which was provide by UDEC. The proposed analysis model of UDEC was used for simulating the generation,propagation and coalescence of rock cracks. The transformation program of the proposed model was developed. To verify the correctness of the algorithm,three numerical examples of test samples with double parallel pre-existing cracks under uniaxial compression were computed. The simulated results were compared with the ones of existing tests. The simulated laws of crack propagation were in accordance with the phenomena observed in the tests. Those indicated that the proposed UDEC analysis model for cracks propagation was correct and effective.
    • FullText(HTML)
    • References(22)
  • [1]
    俞绍诚.水力压裂技术手册[M]. 北京:石油工业出版社, 2010.
    [2]
    焦玉勇, 张秀丽, 刘泉声, 等.用非连续变形分析方法模拟岩石裂纹扩展[J].岩石力学与工程学报, 2007, 26(4):682-691.
    [3]
    KOMORI K.Ductile fracture criteria for simulating shear by node separation method[J].Theoretical and Applied Fracture Mechanics, 2005, 43:101－114.
    [4]
    KOMORI K.Simulation of shearing by node separation method[J].Computers and Structures, 2001, 45:197－207.
    [5]
    唐春安, 王述红, 傅宇方. 岩石破裂过程数值试验[M]. 北京:科学出版社, 2003.
    [6]
    TANG C A, LIN P, WONG R H C, et al.Analysis of crack coalescence in rock-like materials containing three flaws: Part II: numerical approach[J]. International Journal of Rock Mechanics & Mining Sciences, 2001, 38: 925-939.
    [7]
    张振南, 葛修润, 李永和.虚拟多维内连结键模型(VMIB)在岩石类材料单轴破坏中的应用[J].岩土工程学报, 2006, 28(4):504-509.
    [8]
    张永彬, 唐春安, 梁正召, 等.岩石破裂过程分析系统并行计算方法研究[J].岩石力学与工程学报, 2006, 25(9):1795-1801.
    [9]
    马文强, 王同旭.多围压脆岩压缩破坏特征及裂纹扩展规律[J].岩石力学与工程学报, 2018, 37(4):898-908.
    [10]
    KAZERANI T, ZHAO J. Micromechanical parameters in bonded particle method for modelling of brittle material failure[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2010, 34(18): 1877-1895.
    [11]
    GAO F. Simulation of failure mechanisms around underground coal mine openings using discrete element modelling[D]. Vancouver:Simon Fraser University, 2013.
    [12]
    LAN H, MARTIN C D, HU B. Effect of heterogeneity of brittle rock on micromechanical extensile behavior during compression loading[J/OL]. Journal of Geophysical Research, 2010, 115(B1): B01202[2022-10-01].https://doi.org/10.1029/2009JB006496.
    [13]
    NICKSIAR M, MARTIN C D. Factors Affecting Crack Initiation in Low Porosity Crystalline Rocks[J]. Rock Mechanics & Rock Engineering, 2014, 47(4):1165-1181.
    [14]
    GAO F, STEAD D, ELMO D. Numerical simulation of microstructure of brittle rock using a grain-breakable distinct element grain-based model[J]. Computers & Geotechnics, 2016, 78:203-217.
    [15]
    谭鑫, HEINZ K. 含层理构造的非均质片麻岩巴西劈裂试验及离散单元法数值模拟研究[J]. 岩石力学与工程学报, 2014, 33(5):938-946.
    [16]
    马文强, 王振慧. 均质度对脆岩压缩破坏及裂纹扩展的影响规律[J]. 信阳师范学院学报(自然科学版), 2020, 33(4):689-696.
    [17]
    YAN M. Numerical modelling of brittle fracture and step-path failure: from laboratory to rock slope scale[D]. Benaby: Simon Fraser University, 2008.
    [18]
    ZHAO C, ZHOU Y M, ZHAO C F, et al. Cracking processes and coalescence modes in rock-like specimens with two parallel pre-existing cracks[J]. Rock Mechanics and Rock Engineering, 2018, 51(11): 3377-3393.
    [19]
    鲍如意, 赵程, 周依盟, 等. 含预制双裂纹试样岩桥贯通模式的数值研究[J]. 水利水运工程学报, 2021(4):19-28.
    [20]
    GAO F Q, STEAD D. The application of a modified Voronoi logic to brittle fracture modeling at the laboratory and field scale[J]. International Journal of Rock Mechnics and Mining Sciences, 2014, 68:1-14.
    [21]
    Itasca Consulting Group Inc. UDEC(universal distinct element code)[M].Version 4.1. Minneapolis:Itasca, 2011.
    [22]
    朱维申, 李术才, 陈卫忠.节理岩体破坏机制和锚固效应及工程应用[M]. 北京:科学出版社, 2002.
    • Relative Articles

  • Relative Articles

    [1]GUO Wei, ZHANG Yipeng, WAN Yufeng, CHEN An, SUN Jing. A State-of-the-Art Review of Research and Application of FRP Composites in Railway Infrastructure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 190-196. doi: 10.3724/j.gyjzG24040601
    [2]WU Ying, LI Aiqun. Application and Circled Layer Scene Construction of Digital Twin Technology from Coupling Perspective of "City-Building-People"[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 180-189. doi: 10.13204/j.gyjzG23012403
    [3]Qi Yicong. REGENERATIVE DESIGN METHOD AND ANALYSIS OF INDUSTRIAL HERITAGE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 40-44.
    [4]Shu Biqing, Zheng Juan. DETECTION APPRAISAL AND STRENGTHENING OF A BENT FRAME STRUCTURE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 139-142. doi: 10.13204/j.gyjz201406030
    [5]Sun Changling, Wang Zhiyuan. THE EXAMPLE ABOUT THE ADAPTIVE REUSEOF OF AN INDUSTRIAL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 168-171. doi: 10.13204/j.gyjz201302034
    [6]Xue Suduo, Zhang Yigang, Cao Zi, Li Xiongyan. PROSPECT AND FURTHER DEVELOPMENT OF SEISMIC RESEARCH ON SPATIAL STRUCTURES OVER LAST THIRTY YEARS IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 105-116. doi: 10.13204/j.gyjz201306022
    [7]Zhao Jida, Lan Tian. THIRTY YEARS PROGRESS AND FUTURE PROSPECT OF SPATIAL STRUCTURES IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 131-138,164. doi: 10.13204/j.gyjz201304028
    [8]Cao Xia, Xie Dan, Jin Lingzhi. REINFORCEMENT AND RENOVATION OF THE OFFICE BUILDING OF A POLICE STATION IN GUILIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 143-146,64. doi: 10.13204/j.gyjz201204029
    [9]Tang Hongyuan, Wang Zeyun, Jia Yigang. ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 152-155,170. doi: 10.13204/j.gyjz201207026
    [10]Zhou Hongbing. APPRAISAL OF THE IMPACT OF FOUNDATION CONSTRUCTION OF A HIGH-RISE BUILDING ON STRUCTURAL SAFETY OF THE ADJACENT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 116-119. doi: 10.13204/j.gyjz201002027
    [11]Yuan Chengfang, Niu Ditao, Wang Qinglin, Yuan Bo. SAFETY EVALUATION AND STRUCTURE STRENGTHENING OF A CHEMICAL PLANT SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 113-117. doi: 10.13204/j.gyjz201006026
    [12]Jiang Lixue, Zheng Qiaowen. SEISMIC ANALYSIS METHOD FOR RC FRAMES CONSIDERING INTERACTION BETWEEN PRIMARY AND SECONDARY STRUCTURES AND ITS APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 6-10. doi: 10.13204/j.gyjz200905002
    [13]Wang Junqiang. DAMAGES TO MULTISTORY BRICK-CONCRETE BUILDINGS AFTER WENCHUAN EARTHQUAKE AND THEIR APPRAISAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 47-49,59. doi: 10.13204/j.gyjz200901009
    [14]Zhang Kaichen, Wang Feng, Si Bo, Li Ming. DESIGN AND CONSTRUCTION OF THE CORBEL BETWEEN THE OLD COLUMN AND THE NEW BEAM FOR A REFORM PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 126-128. doi: 10.13204/j.gyjz200911029
    [15]Zheng Qizhen, Bao Yongliang, Wei Lin. THE DETECTION & IDENTIFICATION ON THE MAJOR STRUCTURE OF PROTECTED HISTORICAL SIGNIFICANT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 1-3,7. doi: 10.13204/j.gyjz200908001
    [16]Shu Hongbo, Zheng Jianjun, Zhang Shaohua. QUALIFICATION AND REINFORCEMENT OF CONCRETE STRUCTURES AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 25-27. doi: 10.13204/j.gyjz200908007
    [17]Dong Hairong, Qi Shaoming, Sun Xiaolu, Wu Xin. STUDY ON TECHNOLOGY OF ENERGY-SAVING RECONSTRUCTION ON EXISTING RESIDENTIAL BUILDINGS IN THE COLD DISTRICT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 4-6. doi: 10.13204/j.gyjz200907002
    [18]Tan Jun, Wang Ying, Zheng Wenzhong. DESIGN OF TWO TYPICAL POST-BUILT SUSPENDED STAIRCASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 119-123，86. doi: 10.13204/j.gyjz200804030
    [19]Zhong Wenle, Chen Pei, Jiang Fengchang, Yang Genhong, Lu Jianwang. STRENGTHENING AND RECONSTRUCTION A CHEMICAL WORKSHOP INTO 2-HLS90 CONCRETE-MIXING BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 107-109. doi: 10.13204/j.gyjz200702027
    [20]Chun Qing, Qiu Hongxing, Huang Zhicheng, Pan Jianwu, Fang Zhibao. EXPERIMENTAL STUDY ON ANCHORAGE PERFORMANCE OF DOUBLE ADHESIVE ANCHORS FOR RC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 98-100. doi: 10.13204/j.gyjz200602029
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(12)

    1. 李凯，刘博，陈必光，杨卓，翟博渊. 重复压浆钢管桩在既有建筑基础加固中的应用. 广州建筑. 2025(01): 14-18 .
    2. 蔡旭东. 建筑结构加固改造技术与方法浅析. 广州建筑. 2025(01): 45-49 .
    3. 翟长海，丁俊男，史铁花，王代玉，黄颖. 既有建筑抗震韧性提升方法研究. 地震工程与工程振动. 2025(01): 18-27 .
    4. 黄晓旭，胡彪，李中流. 基于PDCA闭环模式的案例教学法在工程结构鉴定与加固课程中的应用. 科教导刊. 2025(01): 38-41 .
    5. 张吾健. 可持续发展理念下既有建筑改造设计策略分析. 住宅与房地产. 2024(06): 128-130 .
    6. 顾辉军. 既有建筑加固技术探析与应用——以某多层厂房加固为例. 建筑施工. 2024(05): 676-683 .
    7. 文应，蔡俊辉，孙健，郑代炳，江康. 城市更新改造中既有建筑的结构加固要点与实践. 新型城镇化. 2024(06): 57-60 .
    8. 苗元耀. 既有建筑结构加固改造原则及技术分析. 工程技术研究. 2024(12): 34-36 .
    9. 张荻，李涛杨，李伟. 城市更新为城市核心区注入新活力——既有建筑隔震托换加固改造项目的更新实践. 中国勘察设计. 2024(09): 67-69 .
    10. 梁春敏. 医院既有建筑局部结构加固实施难点及解决策略探究. 中国建筑金属结构. 2024(11): 87-89 .
    11. 陈光华，谢洪涛，孙柏锋. 基于价值工程的既有建筑加固改造项目经济性及模式创新研究. 工程管理学报. 2024(06): 117-122 .
    12. 吴梓楠，韩小雷，李建乐，黄世怡，董优. 建筑结构BIM正向设计的发展困境、关键技术与应用实践. 建筑结构. 2024(24): 136-144+135 .

    Other cited types(5)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-030255075100125
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 9.4 %FULLTEXT: 9.4 %META: 83.5 %META: 83.5 %PDF: 7.1 %PDF: 7.1 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 9.4 %其他: 9.4 %其他: 0.9 %其他: 0.9 %Baden: 0.4 %Baden: 0.4 %Central District: 0.6 %Central District: 0.6 %China: 0.3 %China: 0.3 %Kennedy Town: 0.3 %Kennedy Town: 0.3 %三明: 0.1 %三明: 0.1 %上海: 6.4 %上海: 6.4 %东莞: 4.5 %东莞: 4.5 %乌鲁木齐: 0.1 %乌鲁木齐: 0.1 %保定: 0.3 %保定: 0.3 %信阳: 0.1 %信阳: 0.1 %六安: 0.1 %六安: 0.1 %兰州: 0.4 %兰州: 0.4 %北京: 12.0 %北京: 12.0 %南京: 3.3 %南京: 3.3 %南宁: 0.1 %南宁: 0.1 %南昌: 0.3 %南昌: 0.3 %厦门: 0.1 %厦门: 0.1 %台北: 0.1 %台北: 0.1 %台州: 0.7 %台州: 0.7 %合肥: 0.7 %合肥: 0.7 %吉隆坡: 0.3 %吉隆坡: 0.3 %周口: 0.4 %周口: 0.4 %呼和浩特: 0.3 %呼和浩特: 0.3 %咸宁: 0.1 %咸宁: 0.1 %哈尔滨: 0.4 %哈尔滨: 0.4 %唐山: 0.1 %唐山: 0.1 %商丘: 0.1 %商丘: 0.1 %喀什: 0.3 %喀什: 0.3 %天津: 0.7 %天津: 0.7 %太原: 0.1 %太原: 0.1 %威海: 0.1 %威海: 0.1 %宁波: 0.1 %宁波: 0.1 %安庆: 0.3 %安庆: 0.3 %安康: 0.4 %安康: 0.4 %安阳: 0.4 %安阳: 0.4 %宜春: 0.7 %宜春: 0.7 %宣城: 0.6 %宣城: 0.6 %常德: 0.7 %常德: 0.7 %广州: 1.6 %广州: 1.6 %廊坊: 0.3 %廊坊: 0.3 %张家口: 0.6 %张家口: 0.6 %徐州: 0.6 %徐州: 0.6 %德阳: 0.1 %德阳: 0.1 %成都: 3.0 %成都: 3.0 %扬州: 0.6 %扬州: 0.6 %无锡: 0.3 %无锡: 0.3 %昆明: 1.6 %昆明: 1.6 %昭通: 0.1 %昭通: 0.1 %曲靖: 0.9 %曲靖: 0.9 %朝阳: 0.1 %朝阳: 0.1 %杭州: 1.4 %杭州: 1.4 %松原: 0.4 %松原: 0.4 %柏林: 0.1 %柏林: 0.1 %武汉: 2.3 %武汉: 2.3 %沈阳: 0.3 %沈阳: 0.3 %河内: 0.1 %河内: 0.1 %泉州: 0.1 %泉州: 0.1 %济南: 1.6 %济南: 1.6 %济宁: 0.1 %济宁: 0.1 %海口: 0.4 %海口: 0.4 %淄博: 0.3 %淄博: 0.3 %淮安: 0.3 %淮安: 0.3 %深圳: 3.0 %深圳: 3.0 %温州: 0.6 %温州: 0.6 %湖州: 0.1 %湖州: 0.1 %漯河: 0.9 %漯河: 0.9 %漳州: 0.1 %漳州: 0.1 %濮阳: 0.9 %濮阳: 0.9 %烟台: 0.3 %烟台: 0.3 %珠海: 0.3 %珠海: 0.3 %益阳: 0.1 %益阳: 0.1 %眉山: 0.1 %眉山: 0.1 %石家庄: 0.6 %石家庄: 0.6 %福州: 1.0 %福州: 1.0 %芒廷维尤: 5.9 %芒廷维尤: 5.9 %芝加哥: 1.7 %芝加哥: 1.7 %苏州: 0.6 %苏州: 0.6 %荆门: 0.4 %荆门: 0.4 %莆田: 0.9 %莆田: 0.9 %蚌埠: 0.1 %蚌埠: 0.1 %衡阳: 0.3 %衡阳: 0.3 %衢州: 0.4 %衢州: 0.4 %西宁: 4.1 %西宁: 4.1 %西安: 1.6 %西安: 1.6 %贵阳: 0.4 %贵阳: 0.4 %赣州: 0.1 %赣州: 0.1 %运城: 0.7 %运城: 0.7 %郑州: 1.2 %郑州: 1.2 %重庆: 1.3 %重庆: 1.3 %金华: 0.1 %金华: 0.1 %金昌: 0.1 %金昌: 0.1 %银川: 0.4 %银川: 0.4 %镇江: 0.3 %镇江: 0.3 %长春: 0.4 %长春: 0.4 %长沙: 3.5 %长沙: 3.5 %阜新: 0.1 %阜新: 0.1 %阿姆斯特丹: 0.1 %阿姆斯特丹: 0.1 %青岛: 0.7 %青岛: 0.7 %马鞍山: 0.3 %马鞍山: 0.3 %鹰潭: 0.1 %鹰潭: 0.1 %齐齐哈尔: 0.1 %齐齐哈尔: 0.1 %其他其他BadenCentral DistrictChinaKennedy Town三明上海东莞乌鲁木齐保定信阳六安兰州北京南京南宁南昌厦门台北台州合肥吉隆坡周口呼和浩特咸宁哈尔滨唐山商丘喀什天津太原威海宁波安庆安康安阳宜春宣城常德广州廊坊张家口徐州德阳成都扬州无锡昆明昭通曲靖朝阳杭州松原柏林武汉沈阳河内泉州济南济宁海口淄博淮安深圳温州湖州漯河漳州濮阳烟台珠海益阳眉山石家庄福州芒廷维尤芝加哥苏州荆门莆田蚌埠衡阳衢州西宁西安贵阳赣州运城郑州重庆金华金昌银川镇江长春长沙阜新阿姆斯特丹青岛马鞍山鹰潭齐齐哈尔

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (54) PDF downloads(0) Cited by(17)
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return