Modeling of ground excavation with the particle finite-element method

Journal of Engineering Mechanics

Volumn 136, Issue 4, 2010, Pages 455-463

  Carbonell, Josep Maria ^a   Oñate, Eugenio ^a   Suárez, Benjamín ^b  

^a INTERNATIONAL CENTER FOR NUMERICAL METHODS IN ENGINEERING CIMNE   (Spain)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Contact mechanics; Particle finite element method; Wear

Indexed keywords

CONTACT MECHANICS; CONTACT NONLINEARITY; CONTINUUM MEDIUM; DOMAIN BOUNDARY; FACE CONTACTS; FLUID MOTIONS; FREE SURFACES; GROUND EXCAVATION; LAGRANGIAN DESCRIPTION; NONLINEAR DYNAMIC PROBLEMS; REMESHING; SURFACE WEAR; WEAR PARAMETERS;

CRYSTALLOGRAPHY; EXCAVATION; MECHANICS; SURFACES;

FINITE ELEMENT METHOD;

DAMAGE MECHANICS; EXCAVATION; FINITE ELEMENT METHOD; LAGRANGIAN ANALYSIS; NUMERICAL MODEL; WEAR;

EID: 77952310957     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000086     Document Type: Article

References (15)

1. Bathe K. Finite element procedures in engineering analysis 1982, Prentice-Hall, Englewood Cliffs, N.J.
2. Belytschko T. Liu W. Moran B. Nonlinear finite elements for continua and structures 2000, Wiley, New York.
3. Calvo N. Idelsohn S. Oñate E. The extended Delaunay tessellation. Eng. Comput. 2003, 20:583-600. ENGCD6, 0263-4759, 10.1108/02644400310488763.
4. Edelsbrunner H. Mücke E. Three dimensional alpha shapes. ACM Trans. Graphics 1994, 13(1):43-72. ATGRDF, 0730-0301.
5. Idelsohn S. Oñate E. Calvo N. Del Pin F. A Lagrangian meshless finite-element method applied to fluid-structure interaction problems. Comput. Struct. 2003, 81:655-671. CMSTCJ, 0045-7949, 10.1016/S0045-7949(02)00477-7.
6. Idelsohn S. Oñate E. Del Pin F. The particle finite-element method a powerful tool to solve incompressible flows with free-surfaces and breaking waves. Int. J. Numer. Methods Eng. 2004, 61:964-989. IJNMBH, 0029-5981, 10.1002/nme.1096.
7. Kuhl D. Crisfield M. Energy-conserving and decaying algorithms in nonlinear structural dynamics. Int. J. Numer. Methods Eng. 1999, 45:569-599. IJNMBH, 0029-5981, 10.1002/(SICI)1097-0207(19990620)45:5<569::AID-NME595>3.0.CO;2-A.
8. Labra C. Rojek J. Oñate E. Zárate F. Advances in discrete element modeling of underground excavations. Acta Geotech. 2008, 3:317-322. 10.1007/s11440-008-0071-2, 1861-1125.
9. Oliver J. Cante J. Weyler R. Gonzalez C. Hernandez J. Particle finite-element methods in solid mechanics problems. Computational plasticity 2007, E. Oñate, R. Owen, eds., Springer, New York.
10. Oliver J. Cervera M. Oller S. Lubliner J. Isotropic damage models and smeared crack analysis of concrete. 2nd Int. Conf. on Computer Aided Analysis and Design of Concrete Structures 1990, Zell am See, Austria.
11. Oñate E. Celigueta M. Idelsohn S. Modelling bed erosion in free surface flows by de particle finite-element method. Acta Geotech. 2006, 1(4):237-252. 10.1007/s11440-006-0019-3, 1861-1125.
12. Oñate E. Idelsohn S. Celigueta M. Rossi R. Advances in the particle finite-element method for the analysis of fluid-multibody interaction and bed erosion in free surface flows. Comput. Methods Appl. Mech. Eng. 2008, 197(19-20):1777-1800. CMMECC, 0045-7825, 10.1016/j.cma.2007.06.005.
13. Oñate E. Idelsohn S. Del Pin F. Aubry F. The particle finite-element method: An overview. Int. J. Numer. Methods Eng. 2004, 1(2):964-989. IJNMBH, 0029-5981.
14. Rabinowicz E. Friction and wear of materials 1995, Wiley, New York.
15. Wriggers P. Computational contact mechanics 2006, 2nd Ed., Springer, New York.