期刊文献+

多块体接触有限元法及其对不连续面围岩的模拟 被引量:1

A finite element solution for multi-block contact problems and its application to simulating rock discontinuities
下载PDF
导出
摘要 给出了一种求解多块体接触的有限元解法,即将接触面条件精确引入并以节点接触力为基本未知量,把高度接触非线性问题凝缩在可能接触面上进行。首先从两块体三维接触力学模型着手,从整体有限元方程导出增量形式的协调方程,在此基础上详细讨论了多块体接触协调方程的建立方法。随后以广义Mohr-Coulomb准则为摩擦力条件,给出了增量形式的定解和判定条件。程序实施时,针对三维接触问题滑动方向无穷的问题,同时对接触状态及滑动摩擦力分量进行判定,使得迭代收敛快速准确;对于多块体常见的非光滑接触,即角点问题,将角点分类,并根据角点实际的接触状态分情况给出了更为合理的处理方法。通过算例验证后的程序应用于不连续面地下洞室开挖模拟,取得了满意的结果。 A finite element solution for multibody contact problems is presented.Contact conditions being exactly introduced,this solution takes nodal contact forces as primary variable and limits contact highly nonlinear problem in potential contact surfaces to iterate,so it is an accurate and high efficient approach.The paper begins with 3D mechanical model for two bodies contact and compatibility equation in incremental form is educed from global finite element equation.On this basis how to obtain compatibility equation on multibody contact problems is discussed in detail.Subsequently,solvable and judged conditions in incremental form of contact problems are presented in which generalized Mohr-Coulomb criterion is used as friction condition.For the characteristics of any slipping direction of contact nodes on the contact interface in 3D case,contact states and friction force components are judged simultaneously in the program by which iteration and convergence are fast and accurate.For the common non-smooth contact namely corner problems in the more contacting bodies,more reasonable techniques are proposed by classification and real contact state of corners.Finally,after being verified by several numerical examples the program is employed to model rock discontinuities;and the results are satisfactory.
作者 姜育松 苏超
出处 《岩土力学》 EI CAS CSCD 北大核心 2011年第11期3497-3502,共6页 Rock and Soil Mechanics
关键词 多块体接触 非光滑接触 角点问题 不连续面 数值模拟 multi-block contact problems non-smooth contact corner problems discontinuities numerical simulation
  • 相关文献

参考文献16

  • 1NOUR-OMID B, WRIGGERS P. A two-level iteration method for solution of contact problems[J]. Computer Methods in Applied Mechanics and Engineering, 1986, 54(2): 131 - 144.
  • 2JU S H, ROWLANDS R E. A three-dimensional frictional contact element whose stiffness matrix is symmetric[J]. Journal of Applied Mechanics Transactions of the ASME, 1999, 66(2): 460-467.
  • 3SIMO J C, LAURSEN T A. An augmented Lagrangian treatment of contact problems involving friction[J]. Computers & Structures, 1992, 18(3): 195-201.
  • 4MIJAR A R, ARORA J S. An augmented Lagrangian optimization method for contact analysis problems, 1: formulation and algorithm[J]. Structural and Multidisciplinary Optimization, 2004, 28(2): 99- 112.
  • 5KLARBRING A, BJORKMAN G. A mathematicalprogramming approach to contact problems with friction and varying contact surface[J]. Computers & Structures, 1988, 58(2): 175-200.
  • 6朱昌铭.基于虚功原理的弹性接触问题的线性互补方法[J].力学学报,1995,27(2):189-197. 被引量:16
  • 7GOODMAN R E, TAYLOR R L, BREKKE T L. A model for the mechanics of joint rock[J]. Journal of the Soil Mechanics and Foundations Division, 1968, 94(3): 637-659.
  • 8DESAI C S, ZAMAN M M, LIGHTNER J G, et al. Thin-layer element for interfaces and joints[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(I): 19-43.
  • 9张志强,李宁,陈方方,G.Swoboda.不同分布距离的软弱夹层对洞室稳定性的影响研究[J].岩土力学,2007,28(7):1363-1368. 被引量:38
  • 10CUNDALL P A. Formulation of a three-dimensional distinct element model-Part h A scheme to detect and represent contacts in a system composed of many polyhedral blocks[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1988, 25(3): 107- 116.

二级参考文献27

  • 1李新平,朱瑞赓,夏元友.裂隙分布对地下硐室稳定性的影响研究[J].金属矿山,1997,26(3):15-19. 被引量:18
  • 2蒋爵光.在不同构造应力作用下节理岩体隧道的稳定性[J].西南交通大学学报,1982,(1).
  • 3周维垣.高等岩石力学[M].北京:水利电力出版社,1993..
  • 4任德惠 张平.不同倾角结构面对洞室稳定性的影响[J].煤炭学报,1988,13(3):51-53.
  • 5Pian T H H,Wu C C. General formulation of incompatible shape element and an incompatible isoparameteric element[A]. In:Proc. Invitational China - America on FEM[C]. Chengdu:[s. n.],1986,166~171
  • 6Oden J T,Pires E B. Algorithms and numerical results for finite element approximations of contact problems with non-classical friction laws[J]. Comput. Struct.,1984,19:137~147
  • 7Cocus M. Existence of solutions of Signorini′s problem with friction[J]. Int. J. Eng. Sci.,1984,22:567~575
  • 8Pande G N,Beer G,Williams J R. Numerical Methods in Rock Mechanics[M]. New York:John Wiley and Sons Ltd.,1990
  • 9Fourment L,Chenot J L,Mocellin K. Numerical formulations and algorithms for solving contact problems in metal forming simulation[J].Int. J. Numer. Meth. Engng.,1999,46:1 435~1 462
  • 10Saleeb A F,Chen K,Chang T Y P. An effective two-dimensional frictional contact-model for arbitrary curved geometry[J]. Int. J. Numer. Meth. Engng.,1994,37:1 297~1 321

共引文献61

同被引文献3

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部