有限元—无限元耦合法在三维直流电和电磁数值模拟中的应用
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
目前在三维直流电阻率法有限元正演数值模拟中存在以下两个问题:第一个问题是,三维地电模型的快速建立及属性添加还存在困难。目前国内多数学者仍然依靠在文本文件中手工输入网格信息的方式进行模型建立及前处理,此方法耗时巨大、容易出错、且无法建立复杂的三维模型。第二个问题是,传统的混合边界条件虽然可以得到较高精度的解,但是由于系统矩阵与电源位置相关,对于电源位置多次改变的装置,如偶极-偶极装置,每改变一次电源位置就需重新形成系数矩阵及解方程组,以此为基础的反演计算将十分耗时。目前广泛采用的解决办法是将混合边界条件换为Dirichlet或Neumann边界条件,即在半无限边界上强制电位为零或其法相导数为零,或假定混合边界条件中的距离项为常数,以上方案要求有限元离散区域必须取得非常大以减小边界条件造成的误差,这必将增加节点数和计算量。
     在三维可控源电磁法有限元正演模拟中,数据量大和解方程耗时是主要问题。由于电磁法研究的问题尺度较大,目标体覆盖区域一般为几百米至几千米,造成有限元网格数量众多。Dirichlet外边界条件是目前易于实现且效果较好的外边界条件,但其要求外边界远离场源和目标体,一般范围都要在数万米,这无疑在我们不关心的区域增加了许多有限元网格。考虑到电磁法数值模拟中每个有限元结点包含多个自由度,且待求解的未知数均为复数,使得最终形成的系统矩阵规模庞大,方程组求解困难。
     在本文中,我们通过对通用三维前后处理软件GiD进行简单的二次开发,实现了可视化的快速建立复杂三维地电模型,并且实现了前处理、计算和后处理的整合;通过引入无限单元与有限元相结合,形成了有限元-无限元偶和算法,替代了传统的人工边界条件,解决了截断边界条件误差大、节点多的问题。对GiD的二次开发仅需要用简单的脚本语言编写用户自定义“问题类型”,即可在图形化界面中建立并输出可用于已有有限元计算程序的初始模型。Astley波包映射无限元被用来将电位分布或电磁场分布延伸到无限元处,并使其在无限远处衰减为零。我们还提出了一种全新的无限元形函数,它保持了系数矩阵的稀疏对称性,并且与多种常见无限元形函数的对比显示在精度和时间消耗上均占优势。最后,在三维直流电法和三维电磁法正演模拟中,通过若干不同的模型计算验证了本文提出的有限元-无限元耦合算法的正确性和实用性。
     本文提出的三维模型的建立方法快速、方便,且具备通用性;提出的有限元-无限元耦合算法可以有效减少有限元网格剖分区域的范围,节省结点数,加快计算速度。在三维直流电法数值模拟中,在仅包含测区的计算范围内即可得到与混合边界条件相当的计算精度;在三维可控源电磁法数值模拟中,本方法可以将各个方向的边界范围均缩小到几千米,计算结果与数万米边界范围下施加Dirichlet边界条件的传统有限元法相差无几。
Currently, there are two problems that baffle the 3D direct current (DC) resistivity finite element forward modeling. The first is how to build complex 3D geoelectrical model efficiently and effectively. Most domestic scholars are still build 3D models within a.txt file and by manual input, which is time consuming, error prone and not applicable for complex ones. The second is, though by enforcing mixed boundary conditions we can get relatively high accuracy in an acceptable discretization domain, because the global system matrix is affected by the locations of sources, once the locations have been changed the matrix has to be formed over again, which would make the forward modeling for some survey configurations, such as dipole-dipole array, very time consuming and worthless for inversions. The solutions commonly used for solving the problems mentioned above include taking replacement of the mixed boundary conditions by Dirichlet or Neumann boundary conditions, that is to say to force potentials or there derivatives to be zero on the subsurface boundaries, or assuming the distance between the source and boundary in the mixed boundary conditions to be a constant. All the schemes represented above need the domain of calculation and discretization to be set so large that the effect of the truncated boundaries can be eliminated to some extent, while what is inevitable is that the number of grid nodes must be increasing and so is the computational complexity.
     The same problems also arise from the 3D controlled source electromagnetic (CSEM) finite element modeling. Due to the large scale of the survey domain, which usually extends from hundreds to thousands meters, the numbers of finite element grids are also huge. Application of Dirichlet boundary conditions has been proved to be an effective and handy method for truncating the infinite domain, but the boundaries must be far away from the source and anomalous bodies, usually tens of thousands meters, thereby bringing so many finite elements in the domain that we are not interested in. Considering in electromagnetic problems, the number of degrees of freedoms for each node is typically more than one. Moreover, the unknowns are all complex numbers. As a result, the global matrices will occupy so many memories and bring difficulties for solving.
     In this study, fast and visualized pre and post processing for finite element method was achieved by customized development based on the universal 3D modeling software named GiD, while Infinite elements were introduced to form the finite-infinite element coupling method, which can be used to substitute the artificial boundary conditions and reduce the number of finite element nodes. For the customized development on GiD, we only need to program the so-called problem types with simple script language, then models could be build in the graphic interface and output in the format fitting our calculation program. After the calculation process, by using the GiDpost library, the files used for post-processing in GiD could be outputted easily. As to our finite-infinite element coupling method, Astley mapped wave envelope infinite elements were employed to continue the electrical fields to infinity. Meanwhile, a new type of infinite element shape functions was proposed and proved to be the optimal one in both accuracy and time consumption by comparing with several other shape functions during the simulations for 3D DC problems. Finally, the availability and superiority of this coupling algorithm were confirmed by several numerical tests both in 3D DC modeling and 3D CSEM modeling.
     Overall, by the pre and post processing method proposed in this paper, the 3D models can be built efficiently and applicable to any calculation program, while the finite-infinite element coupling method could derive solutions with high accuracy in a comparatively small descretization domain, which helps to reduce the number of degrees of freedoms and speed up the computation.
引文
[1]杨小辉,方宗德,杨青.基于剖面的三维有限元可视化方法研究[J].计算机工程与应用,2005,8:68-70.Yang X H, Fang Z D, Yang Q. Algorithms for visualization of 3D FEM results based on sections[J]. Computer Engineering and Applications(in Chinese),2005,8:68-70.
    [2]谢江波,刘亚青,张鹏飞.有限元方法概述[J].设计与研究,2007,5:29-30.Xie J B, Liu Y Q, Zhang P F. Outline of finite element method[J]. Modern Manufacturing Technology and Equipment(in Chinese),2007,5:29-30.
    [3]汤井田,任政勇,化希瑞.地球物理学中的电磁场正演与反演[J].地球物理学进展,2007,22(4):1181-1194.Tang J T, Ren Z Y, Hua X R. The forward modeling and inversion in geophysical electromagnetic field[J]. Progress in Geophysics(in Chinese),2007,22(4):1181-1194.
    [4]关振群,宋超,顾元宪,等.有限元网格生成方法研究的新进展[J].计算机辅助设计与图形学学报,2003,15(1):1-14.Guan Z Q, Song C, Gu Y X, et al., Recent advances of research on finite element mesh generation methods[J]. Journal of Ccomputer-Aided Design&Computer Graphics (in Chinese),2003,15(1):1-14.
    [5]蒋丽丽,孙建国.起伏地表三维建模研究进展与前景[J].勘探地球物理进展,2007,30(5):340-347.Jiang L L, Sun J G. Review of 3-D geologic model building from irregular topography [J]. Progress in Exploration Geophysics (in Chinese),2007,30(5):340-347.
    [6]Wang L D.Integrated CAD/CAM and numerical simulation based on subdivision methods[J]. International Journal of Materials & Product Technology, 2008,31(2-4):224-240.
    [7]Zhou W Y, Qiang T C, Kou X D. Three-dimensional FEM interface coupled method and its engineering application[J], Finite Elements in Analysis and Design,2001,37(9):739-748.
    [8]曹赞,徐管鑫,何为.电阻抗成像中有限元后处理的实现[J].重庆大学学报,2003,26(12):67-69. Cao Z, Xu G X, HE W. Post-process of finite element method in electrical impedance tomography[J]. Journal of Chongqing University (in Chinese), 2003,26(12):67-69.
    [9]孙睿,王乘,杨文兵.基于Java&Java3D的通用有限元后处理系统研究与开发[J].计算机仿真,2004,21(3):153-156.Sun R, Wang C, Yang W B. Research and development of universal post-processing system of FEM based on Java&Java3D[J]. Computer Simulation (in Chinese),2004,21(3):153-156.
    [10]李建波,林皋,陈健云.简便精确的有限元后处理可视化算法研究[J].大连理工大学学报,2005,45(1):102-107.Li J B, Lin G, Chen J Y. Research on simple and precise visual arithmetic for post-processing of finite element method[J]. Journal of Dalian University of Technology (in Chinese),2005,45(1):102-107.
    [11]姚纬明,牛志伟,李同春.基于GID的程序界面设计及应用[J].水利水电科技进展,2003,23(3):22-24.Yao W M, Niu Z W, Li T C. GID-based program and interface design and application [J]. Advances In Science and Technology of Water Resources (in Chinese),2003,23(3):22-24.
    [12]张萍,郑东健,张献法,基于HyperMesh软件的复杂地质工程有限元建模[J],长江科学院院报,2008,25(2):84-86.Zhang P, Zheng D J, Zhang X F. Finite element model of complex geologic engineering based on HyperMesh software[J]. Journal of Yangtze River Scientific Research Institute (in Chinese),2008,25(2):84-86.
    [13]董梅,慎乃齐,胡辉,等.基于GOCAD的三维地质模型构建方法[J].桂林工学院学报,2008,28(2):188-192.Dong M, Shen N Q, Hu H, et al., 3D geological modeling method based on GOCAD[J]. Journal of Guilin University of Technology (in Chinese), 2008,28(2):188-192.
    [14]李智欣,Triangle与Tetgen网格产生器于有限元素程式之应用[D].台南:国立成功大学硕士论文,2004.Li Z X. The use of Triangle and TetGen mesh generator in finite element code[D]. Tainan:National Cheng Kung University,2004(in Chinese).
    [15]吕艳萍,白凤军,潘钦锋,等.在GID程序内整合有限元本体程序的研究[J].福建工程学院学报,2005,3(4):215-318. Lv Y P, Bai F J, Pan Q F, et al., Studies on integrating finite element method into GID software[J].Journal of Fujian University of Technology (in Chinese), 2005,3(4):215-318(in Chinese).
    [16]Blocher G, Zimmermann G, Settle3D—A numerical generator for artificial porous media[J], Computers & Geosciences,2008,34(12):1827-1842.
    [17]Khoei A R, Gharehbaghi S A, Azami A R, et al, SUT-DAM, An integrated software environment for multi-disciplinary geotechnical engineering[J]. Advances in Engineering Software,2006,37 (11):728-753.
    [18]Shin D S, Lee H S, Cho C, et al., An enhanced pre & post processing techniques for three dimensional tunnel analysis:Tunnel Modelling Wizard[A].In:Zhou Y, Tu S T, Xie X. Progresses in Fracture and Strength of Materials and Structures[C]. South Korea:Trans Tech Publications LTD,2007, Vol353-358:2798-2801.
    [19]Penven P, Marchesiello P, Debreu L, et al., Software tools for pre-and post-processing of oceanic regional simulations[J]. Environmental Modelling & Software,2008,23(5):660-662.
    [20]Yin H M, Sun L Z, Wang G, Yamada T, et al., ImageParser:A tool for finite element generation from three-dimensional medical images[J]. Biomedical Engineering Online,2004,3:31.
    [21]Otin R, Mora J, Onate E. EMANT:Integration of GiD and Kratos, open and flexible computational tools[A].In:IEEE.2005 IEEE/ACES International Conference on Wireless Communications and Applied Computational Electromagnetics[C]. New York:IEEE,2005:883-886.
    [22]GiD:Personal Pre and Post Processor. http://www.gidhome.com. International Center for Numerical Methods in Engineering (CIMNE).
    [23]Mestouri H, Loussert A, Keryer G. Simulation of sonar transducer by two-dimensional finite element method, ATILA Code and GiD Graphical Interface[A].In:IEEE. OCEANS 2008-MTS/IEEE KOBE TECHNO-OCEAN[C]. New York:IEEE,2008,Vol1-3:1190-1196.
    [24]高有山.基于结构整体的有限元计算分析[J].机械管理开发,2004,3:69-70.Gao Y S. Finite element calculation analysis based on the over-all structure[J]. Mechanical Management and Development (in Chinese),2004,3:69-70.
    [25]诸葛良,刘健,王明武.有限元后处理的一种动态可视化方法[J].机械设计与研究,2001,17(1):29-30. Zhuge L, Liu J, Wang M W. A method of dynamic visualization in the postprocessing of FEM[J]. Machine Design and Research (in Chinese), 2001,17(1):29-30.
    [26]李晓军,朱合华.有限元可视化软件设计及其快速开发[J].同济大学学报,2001,29(4):500-504.Li X J, Zhu H H. Designing finite element visualized software and its fast implementation[J]. Journal of Tongji University (in Chinese), 2001,29(4):500-504.
    [27]谭林森,张帅普.有限元后处理可视化系统的设计[J],华中理工大学学报,1997,25(7):72-74.Tan L S, Zhang S P. The design of a visualization system for finite element postprocessing[J]. Journal of Huazhong University of Science and Technology (in Chinese),1997,25(7):72-74.
    [28]程世才,林国成,满波.实用有限元后处理程序的研制及开发[J],哈尔滨工业大学学报,1996,28(6):45-49.Cheng S C, Lin G C, Man B. Research and development of practical finite element post-processing [J]. Journal of Harbin Institute of Technology (in Chinese),1996,28(6):45-49.
    [29]陈文龙,张燎军,李杰,等.基于AutoCAD VBA有限元可视化技术研究[J].广东水利电力职业技术学院学报,2005,3(3):24-27.Chen W L, Zhang L J, Li J, et al., Study on visualization technique of fern based on AutoCAD VBA[J]. Journal of Guangdong Technical College of Water Resources and Electric Engineering (in Chinese),2005,3(3):24-27.
    [30]杨东,陈思作.AutoCAD二次开发技术在有限元结构分析前处理技术中的应用[J].工程建设与设计,2003,7:61-63.Yang D, Chen S Z. Implementation of FE preprocessor technology by AutoCAD[J]. Construction & Design for Project (in Chinese),2003,7:61-63.
    [31]王仁华,陈惠芬,管义锋,等.利用ObjectARX开发基于AutoCAD的有限元前后处理[J].华东船舶工业学院学报(自然科学版),2004,18(3):78-82.Wang R H, Chen H F, Guan Y F, et al., Preprocessing and post-processing of the finite element through developing AutoCAD by using ObjectARX[J]. Journal of East China Shipbuilding Institute(Natural Science Edition) (in Chinese),2004,18(3):78-82.
    [32]闵作兴,陈国华,吴衍平.发动机有限元可视化应用软件研究[J],华中理工 大学学报,1999,27(11):56-58.Min Z X, Chen G H, Wu Y P. A Study on FEM visualization software of engine[J]. Journal of Huazhong University of Science and Technology (in Chinese),1999,27(11):56-58.
    [33]詹志峰,谢强,郭永春,等.用VC++6.0开发有限元后处理软件[J].计算机工程,2004,30(7):170-173.Zhan Z F, Xie Q, Guo Y C, et al., Devlopment of finite element pos-processing software with VC++6.0[J]. Computer Engineering (in Chinese), 2004,30(7):170-173.
    [34]苏海东.有限元后处理图形软件FEPS的开发[J].长江科学院院报,2000,17(3):19-22.Su H D. Development of finite element postprocess software FEPS[J]. Journal of Yangtze River Scientific Research Institute (in Chinese),2000,17(3):19-22.
    [35]何东,马新武.用OpenGL开发有限元可视化后处理系统[J],山东工业大学学报,2001,31(1):53-58.He D, Ma X W. Developing FEM visualized post-processing system with OpenGL[J]. Journal of Shandong University of Technology (in Chinese), 2001,31(1):53-58.
    [36]王瑶,吴胜兴.混凝土非线性有限元可视化系统简介及正确性验证[J].水利水电科技进展,2004,24(5):57-59.Wang Y, Wu S X. Introduction to nonlinear finite elements-based visualized system for concrete structures and its verification[J]. Advances in Science and Technology of Water Resources (in Chinese),2004,24(5):57-59.
    [37]朱良峰,潘信,吴信才.三维地质建模及可视化系统的设计与开发[J].岩土力学,2006,27(5):828-832.Zhu L F, Pan X, Wu X C. Design and development of 3D geological modeling and visualization system[J]. Rock and Soil Mechanics (in Chinese), 2006,27(5):828-832.
    [38]李新星,朱合华,蔡永昌,等.基于三维地质模型的岩土工程有限元自动建模方法[J].岩土工程学报,2008,30(6):855-862.Li X X, Zhu H H, Cai Y C, et al., Automatic modeling method of numerical analysis in geotechnical engineering based on 3D geologic model[J]. Chinese Journal of Geotechnical Engineering (in Chinese),2008,30(6):855-862.
    [39]杨耀红.三维地质模型可视化分析技术研究与应用[D].武汉:中国地质大 学,2007.Yang Y H.Technology research and application on 3D geological model visualization analysis[D].Wuhan:China University of Geoscience,2007(in Chinese).
    [40]熊祖强.工程地质三维建模及可视化技术研究[D].武汉:中国科学院岩土力学研究所,2007.Xiong Z Q. Study on the technology of 3D engineering geological modeling and visualization[D].Wuhan:Institute of Rock&Soil Mechanics,The Chinese Academy of Sciences,2007(in Chinese).
    [41]黄俊革,阮百尧,鲍光淑.齐次边界条件下三维地电断面电阻率有限元数值模拟法[J].桂林工学院学报,2002,22(1):11-14.Huang J G, Ruan B Y, Bao G S. Fern under quantic-boundary condition for modeling resistivity on 3-D geoelectric section [J]. Journal of Guilin institute of technology (in Chinese),2002,22(1):11-14.
    [42]Zhao S K, Yedlin M J. Some refinements on the finite-difference method for 3-D DC resistivity modeling[J]. Geophysics,1996,61(5):1301-1307.
    [43]孙跃.直流电阻率法的三维有限元无限元数值分析[J].岩土工程学报,2005,27(7):733-737.Sun Y. Numerical analysis for three-dimensional resistivity model by using finite element/infinite element methods[J]. Chinese Journal of Geotechnical Engineering (in Chinese),2005,27(7):733-737.
    [44]阮百尧,熊彬,徐世浙.三维地电断面电阻率测深有限元数值模拟[J].地球科学——中国地质大学学报,2001,26(1):73-77.Ruan B Y,Xiong B,Xu S Z. Finite element method for modeling resistivity sounding on 3-D geoelectric section[J]. Earth Science—Journal of China University of Geosciences(in Chinese),2001,26(1):73-77.
    [45]强建科,罗延钟.三维地形直流电阻率有限元法模拟.地球物理学报,2007,50(5):1606~1613.Qiang J K, Luo Y Z. The resistivity FEM numerical modeling on 3-D undulating topography.Chinese J.Geophys. (in Chinese),2007,50(5):1606-1613.
    [46]闫述.基于三维有限元数值模拟的电和电磁探测研究[D].西安:西安交通大学电磁场与微波技术专业,2003.Yan S. Studies on the electrical and electromagnetic prospecting based on three-dimensional finite element numerical modeling[D].Xi'an:Xi'an Jiaotong University(in Chinese),2003
    [47]张继峰.基于电场双旋度方程的三维可控源电磁法有限单元法数值模拟[D].长沙:中南大学地球探测与信息技术专业,2008.Zhang J F. Three dimensional controlled source electromagnetic numerical simulation based on electric field double curl equation using finite element method[D]. Changsha:Central South University(in Chinese),2008.
    [48]应隆安.无限元方法[M].北京:北京大学出版社,1992.Ying L A. The infinite element method[M]. Peking:Peking University Press(in Chinese),1992.
    [49]史贵才.脆塑性岩石破坏后区力学特性的面向对象有限元与无界元耦合模拟研究[D].武汉:中国科学武汉院岩土力学研究所,2005.Shi G C. Research on Post-failure Mechanical Properties of Brittle—plastic Rocks by OOFEM Coupled with IEM [D].Wuhan:Wuhan Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences (in Chinese),2005.
    [50]Zienkiewicz O C, Bettess P. Diffraction and refraction of surface wave using finite and infinite elements[J]. International Journal For Numerical Methods In Engineering,1977,13(11):1271-1290.
    [51]Zienkiewicz O C, Bando K, Bettess P, et al., Mapped Infinite Elements for Exterior Wave Problems[J]. International Journal For Numerical Methods In Engineering,1985,21:1229-1251.
    [52]李录贤,国松直,王爱琴.无限元方法及其应用[J].力学进展,2007,37(2):161-174.Li L X, Guo S Z, Wang A Q.The infinite element method and its application[J].Advances in Mechanics(in Chinese),2007,37(2):161-174.
    [53]Li L X, Sun J S, Sakamoto H. A Generalized Infinite Element for Acoustic Radiation[J].Journal of Vibration and Acoustics,2005,127(1):2-11.
    [54]Astley R J, Macaulay G. J. Mapped Wave Envelope Elements for Acoustical Radiation and Scattering[J].Journal of Vibration and Acoustics,1994,170(1): 97-118.
    [55]Astley R J, Macaulay G J, Coyette J P, et al., Three-dimensional wave-envelope elements of variable order for acoustic radiation and scattering. Part Ⅰ. formulation in the frequency domain[J]. The Journal of the Acoustical Society of America,1998,103(1):49-63.
    [56]Dreyer D, Estorff O.von. Improved conditioning of infinite elements for exterior acoustics[J]. International Journal For Numerical Methods In Engineering,2003,58(6):933-953.
    [57]Burnett D S. A Three-Dimensional Acoustic Infinite Element Based on a Prolate Spheroidal Multipole Expansion[J]. The Journal of the Acoustical Society of America,1994,96(5):2798-2816.
    [58]Burnett D S, Holford R L. Prolate and oblate spheroidal acoustic infinite elements[J]. Computer Methods in Applied Mechanics and Engineering,1998, 158:117~141.
    [59]Fu L Y, Wu R S. Infinite boundary element absorbing boundary for wave propagation simulations[J]. Geophysics,2000,52(2):596-602.
    [60]Blome M, Maurer H R, Schmidt K. Advances in three-dimensional geoelectric forward solver techniques[J]. Geophys. J. Int.2009,176:740-752.
    [61]Towers M S, McCowen A, Macnab J A R. Electromagnetic scattering from an arbitrary, inhomogeneous 2-D object-a finite and infinite element solution[J]. IEEE transactions on antennas and propagation,1993,41(6):770-777.
    [62]Charles A, Towers M S, McCowen A. A General infinite element for terminating finite element meshes in electromagnetic scattering prediction[J]. IEEE transactions on magnetics,1998,34(5):3367-3370.
    [63]Gratkowski S, Ziolkowski M. A three-dimensional infinite element for modeling open-boundary field problems[J]. IEEE transactions on magnetics,1992,28(2):1675-1678.
    [64]Gratkowski S, Ziolkowski M. On the accuracy of a 3-D infinite element for open boundary electromagnetic field analysis[J]. Archiv fur Elektrotechnik 1994,77:77-83.
    [65]Cecot W, Rachowicz W, Demkowicz L. An hp-adaptive finite element method for electromagnetics. Part 3:A three-dimensional infinite element for Maxwell's equations[J]. International journal for numerical methods in engineering, 2003,57(7):899-921.
    [66]赵祟斌,张楚汉,张光斗.用无穷元模拟半无限平面弹性地基[J].清华大学学报,1986,26(1):51-64.Zhao C B, Zhang C H, Zhang G D. Simulation of Semi-infinite Plane Elastic Foundation Using Infinite Elements[J]. Journal of Tsinghua University(Science and Technology)(in Chinese),1986,26(1):51-64.
    [67]Zhang C H, Zhao C B. Coupling method of finite and infinite elements for Engineering strip foundation wave problems[J]. Earthquake Engineering and Structural Dynamics,1987,15:839-851.
    [68]李培芳.无限元在电磁场计算中的应用[J].电气应用,1987,5:1-3.Li P F. The application of infinite element for calculating electromagnetic fields[J] Electrotechnical Journal(in Chinese),1987,5:1-3.
    [69]燕柳斌.结构分析的有限元及无限元法[M].武汉:武汉工业大学出版社,1998.Yan L B. Finite element and infinite element methods for structure analysis[M].Wuhan:Press of Wuhan University of Technology(in Chinese),1998.
    [70]汪金山,李朗如.二维稳态电磁场数值计算中的无限元方法[J].电工技术学报,1996,11(3):56-59.Wang J S, Li L R. Infinite Element Method of Computation of 2-D Stationary Electromagnetic Field[J]. Transactions of China Electrotechnical Society(in Chinese),1996,11(3):56-59.
    [71]张玉娥,牛润明.引入无限元的地铁区间隧道地震反应分析[J].石家庄铁道学院学报,2001,14(3):71-74.Zhang Y E, Niu R M. Studying on the Response of Subway Tunnel Subjected to Earthquake Loading[J]. Journal of Shijiazhuang Railway Institute, (in Chinese)2001,14(3):71-74.
    [72]姜忻良,谭丁,姜南.交叉隧道地震反应三维有限元和无限元分析[J].天津大 学学报,2004,37(4):307-310.Jiang Y L, Tan D, Jiang N.3D Finite and Infinite Element Analysis for Seismic Response of Intersecting Tunnel[J]. Journal of Tianjin University, (in Chinese)2004,37(4):307-310.
    [73]朱军,唐章宏,顿月芹,等.无限元法在三维电测井计算中的应用[J].天然气工业,2008,28(11):59-61.Zhu J, Tang Z H, Dun Y Q, et al., Application of infinite element method(IEM) to 3D electric logging calculation[J]. Natural Gas Industry(in Chinese), 2008,28(11):59~61.
    [74]任政勇.基于非结构化网格的三维电阻率法有限元数值模拟[D].长沙:中南大学地球探测与信息技术专业.2007.Ren Z Y. Direct current resistivity modeling by adaptive finite element method with unstructured mesh [D].Changsha:Central South University,2007(in Chinese).
    [75]汤井田,任政勇,化希瑞.Coulomb规范下地电磁场的自适应有限元模拟的理论分析[J].地球物理学报,2007,50(5):1584-1594.Tang J T, Ren Z Y, Hua X R. Theoretical analysis of geo-electromagnetic modeling on Coulomb gauged potentials by adaptive finite element method[J].Chinese Journal of Geophysics (in Chinese),2007,50(5):1584-1594.
    [76]Liu C S, Ren Z Y, Tang J T, Yan Y. Three-dimensional magnetotellurics modeling using edgebased finite-element unstructured meshes[J]. Applied Geophysics,2008,5(3):170-180.
    [77]汤井田,任政勇,化希瑞.任意地球物理模型的三角形和四面体有限单元剖分[J].地球物理学进展,2006,21(4):1270-1280.Tang J T, Ren Z Y, Hua X R. Triangle and tetrahedral finite element meshing from arbitrary geophysical model data[J]. Progress in Geophysics (in Chinese), 2006,21(4):1270-1280.
    [78]Si H. Tetgen manual. http://tetgen.berlios.de/fformats.poly.html
    [79]徐世浙.地球物理中的有限单元法[M].北京:科学出版社,1994.Xu S Z. Finite Element Method for Geophysics[M].Peking:Science Press(in Chinese),1994.
    [80]卢博.高层建筑结构共同作用分析的有限元/无限元耦合方法模型研究[D].成都:四川大学结构工程专业,2006.Lu B. Finite/infinite element Coupling method for analysis on the interaction of high-rise building structure[D].Chengdu:Structural Engineering, Sichuan University(in Chinese),2006.
    [81]蒋国明.弹性地基沉降随机有限元—无限元静动力特性研究[D].西安:西安建筑科技大学固体力学专业,2008.Jiang G M. Research on the Static and Dynamic Properties by Stochastic Finite-infinite Element in Elastic Foundation Settlement[D].Xi'an:Solid Mechanics, Xi'an University of Architecture and Technology(in Chinese),2008.
    [82]张进华,傅立新.公路隧道三维无限元计算模型[J].中南公路工程,2005,30(1):21-24.Zhang J H, Fu L X.3D Infinite Element Computing Model for Highway Tunnels[J], Central South Highway Engineering(in Chinese),2005,30(1):21-24.
    [83]章青,周资斌,卓家寿.分区界面元有限元—无限元混合模型[J].计算力学学报,2005,22(1):8-12.Zhang Q, Zhou Z B, Zhuo J S. Mixed model for partitioned interface stress element method-finite element method-infinite element method[J]. Chinese Journal of Computational Mechanics(in Chinese),2005,22(1):8-12.
    [84]周世良,胡晓,王江.无限元在岩土工程数值分析中的应用[J].重庆交通学院学报,2004,23:61-64.Zhou S L, Hu X, Wang J. The application of infinite element in numerical analysis of geotechnical engineering [J]. Journal of Chongqing Jiaotong University(in Chinese),2004,23:61-64.
    [85]Astley R J, Coyette J P. Conditioning of infinite element schemes for wave problems[J]. Communications in Numerical Methods in Engineering,2001, 17:31-41.
    [86]Hvozdara M, Kaikkonen P. The boundary integral calculations of the forward problem for direct current sounding and MMR methods for a 3-D body near a vertical contact[J].Studia Geophysica et Geodaetica,1994,38:375-398.
    [87]强建科.起伏地形三维电阻率正演模拟与反演成像研究[D].武汉:中国地质大学地球物理与信息技术专业,2006:33-34.Qiang J K. The Research on 3-D Resistivity Forward and Inversion Algorithm on Undulate Topography[D].Wuhan:Geodetection and Information Technology, China University of Geosciences(in Chinese),2006:33-34.
    [88]PETSc home page. http://www.mcs.anl.gov/petsc.2008

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700