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多体系统非连续变形的弹性及弹塑性分析方法(I)——基本原理 被引量:1

ELASTIC AND ELASTOPLASTIC ANALYSIS METHODS OF DISCONTINUOUS DEFORMATION FOR MULTI-BODY SYSTEM(I) —— FUNDAMENTALS
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摘要 非连续变形是多体系统的一个重要特性。从一般的平面问题出发,建立了多体系统的非连续变形分析的分区参变量最小势能原理,阐明了其理论基础,并推导了多体系统的非连续变形的弹性和弹塑性分析的整体控制方程,探讨了其求解的数值算法。该方法能够仿真模拟多体系统的变形和应力,不仅能够对多体系统进行静、动力耦合分析,而且还能够逐步模拟与预测多体系统的变形与应力响应及接触界面上的接触应力和相对运动等复杂的非线性过程。 Discontinuous deformation is a fundamental character of multi-body system. For the general plane problem,divisional parameter principle of minimum potential energy is employed to establish the computational model for discontinuous deformation analysis of multi-body system in this paper. Mathematical formulations of global controlling equations of elastic and elastoplastic analysis of discontinuous deformation of multi-body system are presented and the numerical solution approach is developed. The mothod can not only perform both static and dynamic coupling analysis,but also conduct step-by-step simulation and prediction of deformations and stresses of multi-body system together with complex nonlinear process such as contact stress and relative movement along contact interfaces. The theoretical basis is established for numerical model of discontinuous deformation computational mechanics.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2004年第1期12-16,共5页 Chinese Journal of Rock Mechanics and Engineering
基金 国家重点基础研究发展规划(2002CB412708) 教育部优秀青年教师奖励计划 霍英东教育基金资助项目(71048) 国家自然科学基金(10172022) 大连理工大学青年教师培养基金资助项目
关键词 固体力学 多体系统 非连续变形 弹性分析 弹塑性分析 广义有限单元 solid mechanics,multi-body system,discontinuous deformation,elastic analysis,elastoplastic analysis,generalized finite element,contact force element
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  • 1潘振宽,洪嘉振.刚-弹惯性耦合下变形体动力学响应分析[J].应用力学学报,1994,11(1):41-46. 被引量:8
  • 2胡振东 洪嘉振.-[J].上海力学,1997,18:22-25.
  • 3洪嘉振,多体系统动力学.理论、计算方法和应用,1992年
  • 4倪纯双,硕士学位论文,1992年
  • 5洪嘉振,力学进展,1989年,19卷,2期,205页
  • 6洪嘉振,多体系统动力学,1992年
  • 7刘延柱,多刚体系统动力学,1989年
  • 8吴永祯,高等动力学,1989年
  • 9纪有奎,PROLOG语言程序设计及其应用,1986年
  • 10团体著者,理论力学,1985年

共引文献92

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  • 1李世海,汪远年.三维离散元计算参数选取方法研究[J].岩石力学与工程学报,2004,23(21):3642-3651. 被引量:32
  • 2Li S H,Zhao M H,Wang Y N,et al.A continuum-based discrete element method for continuous deformation and failure process[A].In:WCCM VI in Conjunction with APCOM′04[C].Beijing:[s.n.],2004.77.
  • 3Gusev A A.Finite element mapping for spring network representations of the mechanics of solids[J].Physical Review Letter,2004,93(3):034302(1)-034302(4).
  • 4Monette L,Anderson M P.Elastic and fracture properties of the two-dimensional triangular and square lattices[J].Modelling and Simulation in Materials Science and Engineering,1994,2:53-66.
  • 5Cundall P A.A computer model for simulating progressive,large scale movements in blocky rock systems[A].In:Proceedings of the ISRM Symposium on Rock Fracture[C].Nancy:[s.n.],1971.11-18.
  • 6O'Connor K M,Dowding C H.Distinct element modeling and analysis of mining induced subsidence[J].Rock Mechanics and Rock Engineering,1992,25(1):1-24.
  • 7Li S H,Zhao M H,Wang Y N,et al.A new computational model of three-dimensional DEM-block and particle model[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):436.
  • 8刘晓宇,梁乃刚,李敏.三维链网模型及其参数标定[J].中国科学(A辑),2002,32(10):887-894. 被引量:5
  • 9黎勇,冯夏庭,栾茂田,王泳嘉.多体系统非连续变形的弹性及弹塑性分析方法(II)——数值算例[J].岩石力学与工程学报,2004,23(1):17-23. 被引量:1

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