期刊文献+

基于数字图像的非均质岩土材料细观结构PFC^(2D)模型 被引量:52

PFC^(2D) model for mesostructure of inhomogeneous geomaterial based on digital image processing
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摘要 提出了一种基于数字图像处理的非均质岩土材料细观结构PFC2D数值计算模型自动生成方法,并采用VC++.NET编写了相应的接口程序.从而实现了非均质材料细观结构PFC2D软件建模的快速、真实及自动化等优点.通过对土石混合体这一典型非均质岩土材料的建模及分析实例,建立了土石混合体真实的细观结构PFC2D数值计算模型.分析计算表明,基于数字图像处理的PFC2D模型生成技术不但提高了建模和数值模拟分析的精度,而且对于进一步研究土石混合体等非均质材料的细观力学特征具有重要的意义. A method was proposed to build PFC^2D numerical model for mesostructure of inhomogeneous geomaterial by digital image processing, and a interface program was compiled with VC + +. NET language. So the model generation of the really microstructure model of the inhomogeneous geomaterials became quickly, really and automatically. Through an example of the model building and numerical analysis of soil/rock mixture using this method, the numerical model of PFC^2D for actual mesostructure of soil/rock mixtures was built. The simulation results indicate that digital image processing based model building of PFC^2D not only improve the precision of the modeling and numerical simulation, but also has great significations on the deep study on the mesomechanics of soil/rock mixtures and other inhomogeneous materials.
出处 《煤炭学报》 EI CAS CSCD 北大核心 2007年第4期358-362,共5页 Journal of China Coal Society
基金 国家重点基础研究发展规划"973"基金资助项目(2002CB412702) 中国科学院知识创新工程基金资助项目(KZCX3-SW-134)
关键词 数字图像处理 非均质材料 细观结构 PFC^2D 土石混合体 digital image processing (DIP) inhomogeneous material mesostructure PFC2D soil/rock mixtures (S/RM)
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参考文献10

  • 1Wang Z M, Kwan A K H, Chan H C. Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh [J]. Computers & Structures, 1999, 70:533 -544.
  • 2Kwan A K H, Chan H C, Wang Z M. Mesoscopic study of concrete Ⅱ:nonlinear finite element analysis [ J ]. Computers & Structures, 1999, 70: 545- 556.
  • 3Li X, Liao Q L, He J M. In - situ and stochastic structural model of rock and soil aggregate in the Three Gorges reservoir area[J]. China. Int. J. Rock Mech. Min. Sci., 2004, 41 (3): 494.
  • 4李世海,汪远年.三维离散元土石混合体随机计算模型及单向加载试验数值模拟[J].岩土工程学报,2004,26(2):172-177. 被引量:70
  • 5岳中琦,陈沙,郑宏,谭国涣.岩土工程材料的数字图像有限元分析[J].岩石力学与工程学报,2004,23(6):889-897. 被引量:87
  • 6Yue Z Q, Morin-I. Digital image processing for aggregate orientation in asphalt concrete mixtures [ J ]. Canadian Journal of Civil Engineering, 1996, 23:479-489.
  • 7Yue Z Q, Chen S, Tham L G. Finite element modeling of geomaterials using digital image processing [ J ]. Computers and Geotechnics, 2003 (30) : 375 - 397.
  • 8Lebourg T, Riss J, Pirard E. Influence of morphological characteristics of heterogeneous moraine formations on their mechanical behaviour using image and statistical analysis [JJ. Engineering Geology, 2004, 73:37 -50.
  • 9Chen S, Yue Z Q, Tham L G. Digital image-based numerical modeling method for prediction of inhomogeneous rock failure[J]. Rock Mechanics and Mining Sciences, 2004 (41) : 939 -957.
  • 10陈沙,岳中琦,谭国焕.基于数字图像的非均质岩土工程材料的数值分析方法[J].岩土工程学报,2005,27(8):956-964. 被引量:59

二级参考文献48

  • 1王泳嘉 邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工业学院出版社,1991..
  • 2Sepher K, Svec O J, Yue Z Q, et al Finite element modelling of asphalt concrete microstructure[A]. In: Localized Damge 111: Computer- Aided Assessment and Controt[C] .Southampton, Boston: Computational Mechanics Publications, 225-232.
  • 3Wang Z M, Kwan A K H, Chan H C Mesoscoplc study of concrete I: generation of random aggregate structure and finite element mesh[J].Computers & Structure, 1999, 70:533-544.
  • 4Tang C A, Liu H, Lee P K K, et al Numerical tests on micro-macro relationship of rock failure under uniaxial compression-part I: effect of heterogeneity[J]. International Journal of Rock Mechanics and Mining Science, 2000, 37(4): 555-569.
  • 5Tang C A, Tham L G, Lee P K K, et al. Numerical tests on micro-macro relationship of rock failure under uniaxial compression-part Ⅱ: constraint, slenderness and size effects[J]. International Journal of Rock Mechanics and Mining Science, 2000, 37(4): 571-583.
  • 6Li L. Microscopic study and numerical simulation of the failure process of granite[PhD Dissertation][D]. Hong Kong: Department of Civil Engineering, The University of Hong Kong, 2001.
  • 7Li L, Tham L G, Tsui Y, et al. Numerical investigation on the failure process of Hong Kong granite[A]. In: Proceedings of the 2001 ISRM International Symposium - Second Asian Rock Mechanics Symposium[C]. Beijing: [s. n.], 2001, 303-305.
  • 8Frost J D, Wright J R. Techniques and applications in civil engineering[A]. In.. Proceedings of EF/NSF Conference on Digital Image Processing[C]. Hawaii: A S C E, 1993, 139-146.
  • 9Lee H, Chou E. Survey of image processing applications in civil engineering[A]. In: Proceedings of EF/NSF Conference on Digital Image Processing: Techniques and Applications in Civil Engineering[C].Hawaii: A S C E , 1993, 203-210.
  • 10Chermant J L. Why automatic image analysis? an introduction to this issue[J]. Cement & Concrete Composites, 2001, 23:127-131.

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