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Title

Using Finite Element and Extended Finite Element methods to optimize local force position for analysis three dimensional fracture parameters

Year: 1394
COI: DCEAEM02_282
Language: EnglishView: 587
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Authors

Reza Madoliat - Department of Mechanical Engineering, Iran University of Science and Technology, Narmak, Tehran, Iran
Ahmad Ghasemi-Ghalebahman - Department of Mechanical Engineering, Semnan University, Semnan, Iran
Aliakbar Hoomini Sharifabadi - Young Researchers and Elite Club, Karaj Branch, Islamic Azad University, Karaj, Iran

Abstract:

In this work, using numerical methods (FEM & XFEM) for optimize local static force position in three-dimensional solid with semi-circle crack at mid front surface. Crack is modeled in finite element with 3D interaction integral (M-integral) and displacement correlation methods for analysis fracture parameters. XFEM method enrich element with strong discontinuity (crack tip) for analysis three dimensional mixed-mode stress intensity factor parameters. Compare fracture parameters conclusion with FEM and XFEM methods

Keywords:

Paper COI Code

This Paper COI Code is DCEAEM02_282. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/432859/

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Madoliat, Reza and Ghasemi-Ghalebahman, Ahmad and Hoomini Sharifabadi, Aliakbar,1394,Using Finite Element and Extended Finite Element methods to optimize local force position for analysis three dimensional fracture parameters,2st National Conference on Development of Civil Engineering, Architecure,Electricity and Mechanical in Iran,Gorgan,https://civilica.com/doc/432859

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  • . Rice J (1968) A path independent integral and the ...
  • . Kolk K, Mishuris G, Kuhn G (2003) Singularities with ...
  • . Hutchinson JW Plastic stress and strain fiels at a ...
  • . Xiao D, Dexter RJ. Finite elemet calculatiom of applied ...
  • . Moes N, Dolbow J, Belytschko T. A finite element ...
  • .Belytschko, Black. Elastic crack growth infinite elements with mimimal remeshing. ...
  • . Dolbow J.Anextended finite element method with is mechanics Applied ...
  • [Ph.D.thesis] _ Evanston, IL :Theoretical Mechanics, Northwe sternUniversity; 1999. ...
  • .Moes N, Dolbow J, Belytschko. A finite element method ...
  • .Melenk J, BabuskaI. The partition of unity finite element method: ...
  • of civil engineering _ architecture _ electricity and mechanical in ...
  • Engine ering2006 _ 70(1 1):1261-302. ...
  • Jourmal for Numerical Methods in Engineering 2009; 77(4):581-600. ...
  • . Rannou J, LimodinN, RethoreJ, GravouilA, LudwigW, B aietto-Dub ourgM-C, ...
  • . PrabelB, CombescureA, GravouilA, MarieS. Level set X-FEM non-matching meshes: ...
  • . Pierres E, BaiettoMC, GravouilA. A two-scale extended ...
  • and Engineering 2010; 199(17-20):1 165-77. ...
  • . Malekafzali, S. (2010) An Extended Finite Element Method for ...
  • . N. Moes, J. Dolbow, T. Belytschko, A finite element ...
  • . A. Menk, S. Bordas, Influence of the microstructure on ...
  • . N. Sukumar, J.-H. Prevost, modeling quasi-static crack growth with ...
  • . T. Belytschko, R. Gracie, G. Ventura, A review of ...
  • . Ayhan, A.O. (2009) Three -dimensional mixed-mode stress intensity factors ...
  • . Melenk J, Babuska I (1996) the partition of unity ...
  • Int J Numer Meth Eng 2000; 48:1549-70. ...
  • Methods in Applied Mechanics in Engineering 1996; 139(1- 4):289-314 ...
  • . Duarte C, Babuska I, Oden T (2000) Generalized finite ...
  • International Jourma] for Numerical Methods in Engi neering2000; 48(1 1):1549-70. ...
  • i nEngi neering2003 _ 58(1 0):1571-92. ...
  • . Shi J, Chopp D, Lua J, Sukumar N, Belytschko. ...
  • .Giner, E., Sukumar, N., Tarancon, J., Fuenmayor, F., An finite ...
  • Element. Method, Engineering Fracture Mechanics, 2009, 76(3), 347-368. ...
  • . Wawrzynek PA, Carter BJ, Ingraffea AR. Advances in simulation ...
  • . Sethian, J.A. (2001) Evolution, implementation, and application of level ...
  • . Ferrie E, Buffiere JY, Ludwig W, Gravouil A, EdwardsL. ...
  • of civil engineering _ architecture _ electricity and mechanical in ...
  • elements with mimimal remeshing. Int J Numer Met Eng 1999; ...
  • . Areias PMA, Belytschko T. Analysis of three- dimensional crack ...
  • . Sukumar N, Prevost JH. Modeling quasi-static crack growth with ...
  • .Gregoire D, Maigre H, Rethore J, Combescure A. Dynamic crack ...
  • . Belytschko T, Chen H, Xu J, Zi G. Dynamic ...
  • . Belytschko TED, Chen HAO. Singular emrichment finite element method ...
  • .Neto, E. de S., Peric, D. and Owen, D.R.J. (2008) ...
  • .Irwin, G.R. (1957) Analysis of stresses and strains net the ...
  • .Belytschko, T., Guo, Y., Liu, W.K. and Xiao, S.P. (2000) ...
  • .Stolarska, M., Chopp, D.L, Moces, N. and Belytschko, T. (2001) ...
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