Simulation of concrete using the extended finite element method

Computational Modelling of Concrete Structures - Proceedings of EURO-C 2006

Volumn , Issue , 2006, Pages 239-247

  Unger, Jörg F ^a   Könke, Carsten ^a  

^a BAUHAUS UNIVERSITY WEIMAR   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

COHESIVE FORCE; CRACKED CONCRETES; ELEMENT EDGE; EXTENDED FINITE ELEMENT METHOD; GLOBAL COORDINATE SYSTEMS; INTERFACE ELEMENTS; LEVEL SET; MESH DENSITY; MODEL MATERIALS; QUADTREE DATA STRUCTURES; REFINEMENT STRATEGY; REGULAR MESHES;

CRACKS; DATA STRUCTURES;

COMPUTER SIMULATION;

EID: 84856983645     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. Belytschko, T. & T. Black (1999). Elastic crack growth in finite elements with minimal remeshing. International journal for numerical methods in engineering 45(5), 6001-6020.
2. Belytschko, T., N. Moës, S. Usui, & C. Parimi (2001). Arbitrary discontinuities in finite elements. International Journal for Numerical Methods in Engineering 50, 993-1013. (Pubitemid 32194038)
3. Chessa, J., H. Wang, & T. Belytschko (2003, june). On the construction of blending elements for local partition of unity enriched finite elements. International Journal for Numerical Methods in Engineering 57(7), 1015-1038. (Pubitemid 36832723)
4. Hellen, T. (1975). On the method of virtual crack extension. International journal for numerical methods in engineering 9(1), 187-207.
5. Moës, N. & T. Belytschko (2002). Extended finite element method for cohesive crack growth. Engineering fracture mechanics 69, 813-833. (Pubitemid 34287375)
6. Moës, N., M. Cloirec, P. Cartraud, & J.-F. Remacle (2003). A computational approach to handle complex microstructure geometries. Computation Methods in applied mechanics and engineering 192, 3163-3177. (Pubitemid 36967753)
7. Moës, N. J. Dolbow, & T. Belytschko (1999). A finite element method for crackgrowth without remeshing. International Journal for Numerical Methods in Engineering 46(1), 131-150. (Pubitemid 30508928)
8. Moës, N., A. Gravouil, & T. Belytschko (2002). Non-planar crack-growth by the extended finite element and level sets - part i: Mechanical model. International Journal for Numerical Methods in Engineering 53, 2549-2568. (Pubitemid 34234583)
9. Samet, H. (1994). The design and analysis of spatial data structures. Reading, Mass. [u.a.]: Addison-Wesley.
10. Stazi, F., E. Budyn, & T. Belytschko (2003). An extended finite element method with higher-order elements for curved cracks. Computation Mechanics 31, 38-48.
11. Sukumar, N., D. Chopp, N. Moës, & T. Belytschko (2001). Modelling holes and inclusions by level sets in the extended finite-element method. Computation Methods in applied mechanics and engineering 190, 6183-6200. (Pubitemid 32961904)
12. Tvergaard, V. (2003). Cohesive zone representation of failure between elastic or rigid solids and ductile solids. Engineering Fracture Mechanics 70, 1859-1868. (Pubitemid 36832692)
13. Winkler, B. (2001). Traglastuntersuchungen von unbewehrten und bewehrten Betonstrukturen auf der Grundlage eines objektiven Werkstoffgesetzes fr Beton. Ph. D. thesis, University of Innsbruck, Austria.