• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

FDEM-TM方法模拟岩石热破裂

严成增

严成增. FDEM-TM方法模拟岩石热破裂[J]. 岩土工程学报, 2018, 40(7): 1198-1204. DOI: 10.11779/CJGE201807005
引用本文: 严成增. FDEM-TM方法模拟岩石热破裂[J]. 岩土工程学报, 2018, 40(7): 1198-1204. DOI: 10.11779/CJGE201807005
YAN Cheng-zeng. Simulating thermal cracking of rock using FDEM-TM method[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1198-1204. DOI: 10.11779/CJGE201807005
Citation: YAN Cheng-zeng. Simulating thermal cracking of rock using FDEM-TM method[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1198-1204. DOI: 10.11779/CJGE201807005

FDEM-TM方法模拟岩石热破裂  English Version

基金项目: 国家自然科学基金青年项目(11602006); 北京市自然科学; 基金(1174012); 朝阳区博士后工作经费(2016ZZ-01-08); 中央高校基本科研业务费专项资金资助项目(CUG170657)
详细信息
    作者简介:

    严成增(1986- ),男,特任教授,主要从事离散元有限元耦合、离散元、颗粒物质物理与力学、多物理场耦合、页岩气开采水力压裂技术、高性能并行计算及软件工程方面的研究工作。E-mail:yancz@cug.edu.cn。

  • 中图分类号: TU458,O319.56

Simulating thermal cracking of rock using FDEM-TM method

  • 摘要: 岩石热破裂研究在地热开采、核废料处置、石油开采中具有重要的工程应用价值和理论价值。基于FDEM (finite discrete element method)方法,用建立的FDEM-TM (finite discrete element method with thermo-mechanical coupling)方法对一个圆筒试样在两种不同温度边界条件下的热破裂进行了分析。研究表明,当内边界温度保持不变,外边界温度不断增大时(Tr0<TR0),起裂前,圆盘外侧处于受压状态,而圆盘内侧处于拉伸状态;当拉应力超过材料的抗拉强度时,从圆盘内边界起裂,从内向外扩展,形成发散裂纹。当外边界温度保持不变,内边界温度不断增大时(Tr0>TR0),起裂前,圆盘内侧处于受压状态,而圆盘外侧处于拉伸状态;当拉应力超过材料的抗拉强度时,从圆盘外边界起裂,从外向内扩展,形成从外向内扩展的径向裂纹。模拟结果和已有文献结果保持较好的一致性,验证了FDEM-TM方法模拟岩石热破裂的有效性。
    Abstract: The studies on thermal cracking of rock are of important theoretical and engineering application value in geothermal exploration, underground disposal of nuclear waste and oil exploitation. Based on the FDEM-TM method for simulating the thermal cracking of rock, the thermal cracking of a cylindrical specimen under two different temperature boundary conditions is analyzed. The results show that when the inner boundary temperature remains constant and the outer boundary temperature increases (Tr0<TR0), the outer side of the disc is in the compressed state and the inside of the disc is in the tension state before crack initiation. When the tensile stress exceeds the tensile strength of the material, crack initiates from the inner boundary of the disc and extends to the outside, forming divergent cracks finally. When the outer boundary temperature remains constant and the inner boundary temperature increases (Tr0>TR0), the inside of the disc is in the compressed state and the outer side of the disc is in the tension state before crack initiation. When the tensile stress exceeds the tensile strength, crack initiates from the outer boundary of the disc and extends to the inside, forming radial cracks from the outside to the inside finally. The simulated results are in good agreement with those of the existing literatures, which further validates the effectiveness of the FDEM-TM method to simulate the thermal cracking of rock.
  • [1] 魏柏林. 孕震的热—破裂模式[J]. 华南地震, 1983, 3(正刊): 23-33.
    (WEI Bo-lin.Seismogenic heat-rupture pattern[J]. South China Journal of Seismology, 1983, 3: 23-33. (in Chinese))
    [2] 张渊, 张贤, 赵阳升. 砂岩的热破裂过程[J]. 地球物理学报, 2005, 48(3) : 656-659.
    (ZHANG Yuan, ZHANG Xian, ZHAO Yang-sheng.Process of sandstone thermal cracking[J]. Chinese J Geophys, 2005, 48(3) : 656-659. (in Chinese))
    [3] 张宁, 赵阳升, 万志军, 等. 三维应力下热破裂对花岗岩渗流规律影响的试验研究[J]. 岩石力学与工程学报, 2010, 29(1): 118-123.
    (ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, et al.Experimental research on seepage laws of granite under thermal cracking action with 3D stress[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 118-123. (in Chinese))
    [4] 赵阳升, 万志军, 张渊, 等. 岩石热破裂与渗透性相关规律的试验研究[J]. 岩石力学与工程学报, 2010, 29(10): 1970-1976.
    (ZHAO Yang-sheng, WAN Zhi-jun, ZHANG Yuan, et al.Experimental study of related laws of rock thermal cracking and permeability[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(10): 1970-1976. (in Chinese))
    [5] 张艳博, 刘善军. 含孔岩石加载过程的热辐射温度场变化特征[J]. 岩土力学, 2011, 32(4): 1013-1017.
    (ZHANG Yan-bo, LIU Shan-jun.Thermal radiation temperature field variation of hole rock in loading process[J]. Rock and Soil Mechanics, 2011, 32(4): 1013-1017. (in Chinese))
    [6] 郤保平, 赵阳升, 万志军, 等. 热力耦合作用下花岗岩流变模型的本构关系研究[J]. 岩石力学与工程学报, 2009, 28(5): 956-967.
    (XI Bao-ping, ZHAO Yang-sheng, WAN Zhi-jun, et al.Study of constitutive equation of granite rheological model with thermo-mechanical coupling effects[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 956-967. (in Chinese))
    [7] 武晋文, 赵阳升, 万志军, 等. 中高温三轴应力下鲁灰花岗岩热破裂声发射特征的试验研究[J]. 岩土力学, 2009, 30(11): 3331-3336.
    (WU Jin-wen, ZHAO Yang-sheng, WAN Zhi-jun, et al.Experimental study of acoustic emission characteristics of granite thermal cracking under middle-high temperature and triaxial stress[J]. Rock and Soil Mechanics, 2009, 30(11): 3331-3336. (in Chinese))
    [8] 唐世斌, 唐春安, 李连崇, 等. 脆性材料热-力耦合模型及热破裂数值分析方法[J]. 计算力学学报, 2009, 26(2): 172-179.
    (TANG Shi-bin, TANG Chun-an, LI Lian-chong, et al.Numerical approach on the thermo-mechanical coupling of brittle material[J]. Chinese Journal of Computational Mechanics, 2009, 26(2): 172-179. (in Chinese))
    [9] 唐世斌, 唐春安, 朱万成, 等. 热应力作用下的岩石破裂过程分析[J]. 岩石力学与工程学报, 2006, 25(10): 2071-2078.
    (TANG Shi-bin, TANG Chun-an, ZHU Wan-cheng, et al.Numerical investigation on rock failure process induced by thermal stress[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 2071-2078. (in Chinese))
    [10] 李连崇, 杨天鸿, 唐春安, 等. 岩石破裂过程 TMD 耦合数值模型研究[J]. 岩土力学, 2006, 27(10): 1727-1732.
    (LI Lian-chong, YANG Tian-hong, TANG Chuan-an, et al.Study on coupled thermal-mechanical-damage model in rock failure process[J]. Rock and Soil Mechanics, 2006, 27(10): 1727-1732. (in Chinese))
    [11] 李连崇, 唐春安, 杨天鸿, 等. 岩石破裂过程 THMD 耦合数值模型研究[J]. 计算力学学报, 2008, 25(6): 764-769. Investigation on coupled thermo-hydro-mechanical-damage (THMD) model for rock failure process[J]. Chinese Journal of Computational Mechanics, 2008, 25(6): 764-769. (in Chinese))
    [12] 李连崇, 唐春安, 唐世斌, 等. 含损伤演化的 TM 耦合数值模型及其应用研究[J]. 力学学报, 2006, 38(4): 514-521.
    (LI Lian-chong, TANG Chun-an, TANG Shi-bin, et al.The damage coupled thermo-mechanical(TM) model for rock failure process and applications[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(4): 514-521. (in Chinese))
    [13] 康健, 赵明鹏, 赵阳升. 随机非均质热弹性力学模型与岩石热破裂门槛值的数值试验研究[J]. 岩石力学与工程学报, 2004, 23(14): 2331-2335.
    (KANG Jian, ZHAO Ming-peng, ZHANG Yang-sheng.Random non- homogeneous thermal elastic mechanics model and numerical tests on thermal cracking threshold of rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(14): 2331-2335. (in Chinese))
    [14] 于庆磊, 郑超, 杨天鸿, 等. 基于细观结构表征的岩石破裂热-力耦合模型及应用[J]. 岩石力学与工程学报, 2012, 31(1): 42-51.
    (YU Qing-lei, ZHENG Chao, YANG Tian-hong, et al.Meso-structure characterization based on coupled thermal-mechanical model for rock failure process and applications[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(1): 42-51. (in Chinese))
    [15] 包春燕, 唐春安, 唐世斌, 等. 温缩等间距表面裂纹扩展的数值模拟及其机制研究[J]. 岩石力学与工程学报, 2014, 33(3): 549-557.
    (BAO Chun-yan, TANG Chun-an, TANG Shi-bin, et al.Numerical simulation and mechanism research of surface fracture equal-spacing subjected to cooling shrinking[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 549-557. (in Chinese))
    [16] JIAO Y Y, ZHANG X L, ZHANG H Q, et al.A coupled thermo-mechanical discontinuum model for simulating rock cracking induced by temperature stresses[J]. Computers and Geotechnics, 2015, 67: 142-149.
    [17] WANNE T S, YOUNG R P.Bonded-particle modeling of thermally fractured granite[J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(5): 789-799.
    [18] XIA M.Thermo-mechanical coupled particle model for rock[J]. Transactions of Nonferrous Metals Society of China, 2015, 25(7): 2367-2379.
    [19] MUNJIZA A, OWEN D R J, BICANIC N. A combined finite-discrete element method in transient dynamics of fracturing solids[J]. Engineering Computations 1995, 12: 145-174.
    [20] MUNJIZA A, LATHAM J P, ANDREWS K R F. Challenges of a coupled combined finite-discrete element approach to explosive induced rock fragmentation[J]. Fragblast, 1999(3): 237-250.
    [21] MUNJIZA A.The combined finite-discrete element method[M]. London: John Wiley & Sons Ltd, 2004: 29-32.
    [22] 严成增, 郑宏, 孙冠华, 等. 模拟水压致裂的二维FDEM-flow方法[J]. 岩石力学与工程学报, 2015, 34(1): 67-75.
    (YAN Cheng-zeng, ZHENG Hong, SUN Guan-hua, et al.Simulation of hydraulic fracturing by 2D FDEM-flow method[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(1): 67-75. (in Chinese))
    [23] 严成增, 孙冠华, 郑宏, 等. 爆炸气体驱动下的岩体破裂的有限元—离散元模拟[J]. 岩土力学, 2015, 36(8): 2419-2425.
    (YAN Cheng-zeng, SUN Guan-hua, ZHENG Hong, et al.Simulation of explosive gas-driven rock fracture by FEM/DEM[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 36(8): 2419-2425. (in Chinese))
    [24] YAN C, ZHENG H.A coupled thermo-mechanical model based on the combined finite-discrete element method for simulating thermal cracking of rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2017, 91: 170-178.
    [25] MUNJIZA A, ANDREWS K R F, WHITE J K, et al. Combined single and smeared crack model in combined finite-discrete element analysis[J]. International Journal for Numerical Methods in Engineering, 1999, 44(1): 41-57.
    [26] LISJAK A, LIU Q, ZHAO Q, et al.Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis[J]. Geophysical Journal International, 2013, 195(1): 423-443.
    [27] MUNJIZA A, JOHN N W M. Mesh size sensitivity of the combined FEM/DEM fracture and fragmentation algorithms[J]. Engineering Fracture Mechanics, 2002, 69(2): 281-295.
    [28] MUNJIZA A, ANDREWS K R F. NBS contact detection algorithm for bodies of similar size[J]. International Journal for Numerical Methods in Engineering, 1998, 43(1): 131-149.
    [29] MUNJIZA A, ANDREWS K R F. Penalty function method for combined finite-discrete element systems comprising large number of separate bodies[J]. International Journal for Numerical Methods in Engineering, 2000, 49(11): 1377-1396.
    [30] Itasca Consulting Group Ltd. User manual of UDEC code[M]. Minneapolis: Itasca Consulting Group Ltd, 2011.
    [31] 唐世斌. 岩石热破裂过程的数值模型及其应用[D]. 沈阳:东北大学, 2005.
    (TANG Shi-bin.Numerical model for thermal cracking process of rock and its application[D]. Shenyang: Northeastern University, 2005. (in Chinese))
  • 期刊类型引用(1)

    1. 刘祥宁,张文杰. 酸性干湿循环下铬污染土固化体浸出行为研究. 岩土力学. 2025(04): 1196-1204 . 百度学术

    其他类型引用(1)

计量
  • 文章访问数:  582
  • HTML全文浏览量:  11
  • PDF下载量:  283
  • 被引次数: 2
出版历程
  • 收稿日期:  2017-04-03
  • 发布日期:  2018-07-24

目录

    /

    返回文章
    返回