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WANG Kai, ZHANG Zhen-nan, QIN Ai-fang. Augmented virtual internal bond considering micro Mohr-Coulomb criterion[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 880-885. DOI: 10.11779/CJGE201405010
Citation: WANG Kai, ZHANG Zhen-nan, QIN Ai-fang. Augmented virtual internal bond considering micro Mohr-Coulomb criterion[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 880-885. DOI: 10.11779/CJGE201405010

Augmented virtual internal bond considering micro Mohr-Coulomb criterion

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  • Received Date: June 15, 2013
  • Published Date: May 20, 2014
  • The augmented virtual internal bond (AVIB) is a multiscale constitutive model developed from the virtual internal bond (VIB). VIB considers solid materials to consist of randomized ‘material particles’ in a micro scale. The material particles are connected with VIB. AVIB uses the Xu-Needleman potential function to simultaneously account for the energy contribution of normal and shear deformations of a micro bond. Because the micro fracture mechanism has been implicitly embedded into the constitutive relation of AVIB, AVIB presents many advantages in simulating the fracture propagation of materials. Although the AVIB can successfully simulate the tensile fracture propagation, it cannot simulate the compressive-shear failure behaviors of geomaterials. The underlying reason lies in that the Xu-Needleman potential function cannot describe the micro contact properties of granular materials. To break this limitation of AVIB, a Mohr-Coulomb type of rupture criterion is introduced for compressive bond. Through the micro Mohr-Coulomb criterion, AVIB can capture the key failure mechanism of geo-materials subjected to compression and shear. Through numerical simulation, it is found that the micro cohesive strength governs the macro cohesive strength of geomaterials and the micro friction angle governs the macro friction angle. A linear relationship exists between the micro and macro cohesive strengths, and the micro and macro friction angles. There is no correlation between the micro cohesive strength and macro friction angle, and the micro friction angle and macro cohesive strength. The simulation example suggests that the triaxial strength of rock is linear with the confining pressure, which agrees with the observation in experiment. This demonstrates that the proposed method is valid. It may provide a new micro mechanics constitutive model for geomaterials.
  • [1]
    KAWAMOTO T, ICHIKAWA Y, KYOYA T. Deformation and fracturing behavior of discontinuous rock mass and damage mechanics theory[J]. International Journal Numerical Analytical Methods in Geomechanics, 1988, 12(1): 1-30.
    [2]
    MORIKAWA H, SAWAMOTO Y. Local fracture analysis of reinforced concrete slab by the discrete element method[C]// Proceedings of the 2nd International Conference on the Discrete Element Method. MIT, 1993.
    [3]
    杨 庆, 刘元俊. 岩石类材料裂纹扩展贯通的颗粒流模拟[J]. 岩土力学与工程学报, 2012, 31(增刊1): 3123-3129. (YANG Qing, LIU Yuan-jun. Simulations of crack propagation in rock-like materlals using particle flow code[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S1): 3123-3129. (in Chinese))
    [4]
    GAO H J, KLEIN P. Numerical simulation of crack growth in an isotropic solid with randomized internal cohesive bond[J]. Journal of the Mechanics and Physics of Solids, 1998, 46(2): 187-218.
    [5]
    KLEIN P, GAO H. Crack nuclertion and growth as strain localization in a virtral-bond continuum[J]. Engineering Fracture Mechanics,1998, 61: 21-48.
    [6]
    ZHANG Z N, GE X R. A new quasi-continuum constitutive model for crack growth in an isotropic solid[J]. European Journal of Mechanics Solids (A), 2005, 24: 243-252.
    [7]
    张振南, 葛修润. 多维虚内键模型(VMIB)及其在岩体数值模拟中的应用[J]. 中国科学, 2007, 37(5): 605-612. (ZHANG Zhen-nan, GE Xiu-run. Virtual multidimensional internal bonds model and its application in simulation of rock mass[J]. Science in China Series E: Technological Sciences, 2007, 37(5): 605-621. (in Chinese))
    [8]
    张振南, 葛修润, 张孟喜. 基于VMIB的岩石围压破坏二维多尺度数值模拟[J]. 岩土力学, 2008, 29(1): 219-224. (ZHANG Zhen-nan, GE Xiu-run, ZHANG Meng-xi. 2-D multiscale numerical simulation of rock failure subjected to confining pressure based on virtual multi-dimensional internal bonds[J]. Rock and Soil Mechanics, 2008, 29(1): 219-224. (in Chinese))
    [9]
    ZHANG Z N, GAO H J. Simulating fracture propa- gation in rock and concrete by an augmented vitual internal bond method[J]. International Journal Numerical Analytical Methods in Geomechanics, 2012, 36: 459-482.
    [10]
    CHANG C S, YIN Z Y, HICHER P Y. Micromechanical analysis for interparticle and assembly instability of sand[J]. Journal of Engineering Mechanics, 2011, 137(3): 155-168.
    [11]
    LIAO Ching-lung, CHANG Ta-peng, YOUNG Dong-hwa, et al. Stress-strain relationship for granular materials based on the hypothesis of best fit[J]. International Journal of Solids Structures, 1997, 34(31/32): 4087-4100.
    [12]
    蒋 宇. 周期荷载作用下岩石疲劳破坏及变形发展规律[D]. 上海: 上海交通大学, 2003. (JIANG Yu. Studies on the fatigue failure and deformation evolution of rock under cycle loading[D]. Shanghai: Shanghai Jiao Tong University, 2003. (in Chinese))

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