›› 2007, Vol. 28 ›› Issue (S1): 305-310.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical aspects of the extended finite element method

YU Tian-tang   

  1. Department of Engineering Mechanics, College of Civil Engineering, Hohai University, Nanjing 210098, China
  • Received:2007-04-03 Online:2007-10-25 Published:2014-03-28

Abstract: The extended finite element method(XFEM) is a new numerical method of modeling strong as well as weak discontinuities within a standard finite element framework. The principle consists in enriching the basis of the classical finite element method by some singular functions around the crack tip and by a step function along the crack line to take into account the discontinuity of the displacement field across the crack. This enrichment strategy allows the use of a mesh independent of the discontinuity geometry. Numerical aspects of the XFEM are studied, including the representing of interface and the determination of enriched node and enriched model by level set method by level set method, the selection of enriched domain at the crack tip, the determination of quadrature domain for J integration and the quadrature scheme.

Key words: discontinuous problem, extended finite element method(XFEM), numerical aspects

CLC Number: 

  • O 242.21
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] WEI Gang,GUO Zhi-we,WEI Xin-jiang,CHEN Wei-jun. Analysis of coupled seepage and stress of shield tunnel launching accident in soft clay[J]. , 2010, 31(S1): 383 -387 .
[5] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[6] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[7] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[8] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[9] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[10] HOU Gong-yu,NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .