Discrete element modelling of concrete submitted to dynamic loading at high strain rates

Computers and Structures

Volumn 82, Issue 29-30, 2004, Pages 2509-2524

  Hentz, Sébastien ^a   Donzé, Frédéric V ^a   Daudeville, Laurent ^a  

^a LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

Concrete; Distinct element method; Dynamic; High strain rates; Strain rate dependency

Indexed keywords

COMPUTER SIMULATION; DYNAMIC LOADS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; POISSON RATIO; STRAIN RATE;

DISTINCT ELEMENT METHOD; HIGH STRAIN RATES; QUASI-STATIC SIMULATIONS; STRAIN RATE DEPENDENCY;

DISCRETE TIME CONTROL SYSTEMS;

EID: 8344275178     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.05.016     Document Type: Article

References (46)

1. 1993 CEB-FIP model code 1990. Comité Euro-international du Béton. Trow-bridge, Wiltshire, UK: Redwood books.
2. Bardet J-P. Introduction to computational granular mechanics. In: Actes Du Collogue CISM, Udine, 1997.
3. Bazant ZP, Oh BH. Crack-band theory for fracture of concrete. Mater Struct 1983;16:155-77.
4. Bischoff PH, Perry SH. Compressive behaviour of concrete at high strain rates. Mater Struct 1991;24:425-50.
5. Bischoff PH, Perry SH. Impact behavior of plain concrete loaded in uniaxial compression. J Eng Mech 1995;121(6):685-93.
6. De Borst R, Sluys LJ. Localization in a Cosserat continuum under static and dynamic loading conditions. Comp Methods Appl Mech Eng 1990;90:805-27.
7. Brace WF, Jones AH. Comparison of uniaxial deformation in shock and static loading of three rocks. J Geophys Res 1971;76:4913-21.
8. Brara A. Etude expérimentale de la traction dynamique du béton par écaillage. PhD thesis. Université de Metz, 1999 (in French).
9. Calvetti F, Viggiani G, Tamagnini C. A numerical investigation of the incremental non-linearity of granular soils. Ital Geotech J 2003;3(3):11-29.
10. Camborde F, Mariotti FC, Donzé F-V. Numerical study of rock and concrete behaviour by discrete element modelling. Comput Geotech 2000;27(4):225-47.
11. Cundall PA. Numerical experiments on localization in frictional materials. Ingenieur-archiv 1989;59:148-59.
12. Cundall PA, Strack ODL. A discrete numerical model for granular assemblies. Géotechnique 1979;29(1):47-65.
13. Donzé F-V. SDEC (Spherical Discrete Element Code), Version 2.00, isrn geonum-nst-2001-03-fr edn, France, 2001. Available from 〈www.geonum.com〉.
14. Donzé F-V. Packing spherical discrete elements of unequal size. Tech. Rep. ISRN: GEONUM-NST-2002-02-FR+ ENG. GEONUM Report, 2002, France. Available 〈www.geonum.com〉.
15. Ehlers W, Diebels S, Michelitsch T. Microscopic modelling of granular materials taking into account particle rotations. Lect Note Phys 2001;568:259-74.
16. Gary G. Essais à grande vitesse sur béton. Problèmes spécifiques. Tech. Rep. GRECO, Paris, 1990 (in French).
17. Gary G, Bailly P. Behaviour of quasi-brittle material at high strain rate, experiment and modelling. Eur J Mech, A/Solids 1998;17(3):403-20.
18. Gary G, Zhao H. Measurements of the dynamic behaviour of concrete under impact loading. In: Proceedings of 2nd ISIE'96, Beijing, China, 1996.
19. Gopalaratnam V, Gerstle W, Isenberg J, Mindess S, 1996. State-of-the-art report on dynamic fracture. ACI Committee 446.
20. Hentz S, Daudeville L, Donzé F-V. Identification of the constitutive behavior of concrete through quasi-static discrete element simulations. In: Ling HI, Anandarajah A, Manzari MT, Kaliakin VN, Smyth A, editors. Constitutive modeling of geomaterials. Boca Raton, FL, USA: CRC Press; 2003. p. 113-21.
21. Hentz S, Daudeville L, Donzé F-V. Identification and validation of a discrete element model for concrete. J Eng Mech, ASCE 2004;130(6 (1)).
22. Hild F, Brajer X, Denoual C, Forquin P. On the probabilistic- deterministic transition involved in a fragmentation process of brittle materials. Comput Struct 2003;81:1241-53.
23. Huang H. Discrete element modeling of tool-rock interaction. PhD thesis. University of Minnesota, 1999.
24. Iwashita K, Oda M. Micro-deformation mechanism of shear banding process based on modified distinct element method. Powder Technol 2000;109:192-205.
25. Janach W. The role of bulking in brittle failure of rocks under rapid compression. Inter J Rock Mech Min Sci Geomech Abstr 1976;13:177-86.
26. Jodrey WS, Tory EM. Computer simulation of close random packing of equal spheres. Phys Rev A 1985;32(4):2347-51.
27. Johnson S, Williams J. Formation of packing structures in discrete element modeling with disks. In: 3rd Int. Conf. Proceedings on Discrete Element Methods. Sandia Laboratories, Santa Fe, NM, 2002.
28. Klepaczko JR. Dynamic crack initiation. Some experimental methods and modelling. Vienna: Springer-Verlag; 1990.
29. Klepaczko JR, Brara A. An experimental method for dynamic tensile testing of concrete by spalling. Int J Impact Eng 2001;25:387-409.
30. Kuhn MR, Bagi K. Particle rotations in granular materials. In: 15th ASCE Engineering Mechanics Conference. ASCE, Columbia University, New York, NY, 2002.
31. Kusano N, Aoyagi T, Aizawa J, Ueno H, Morikawa H, Kobayashi N. Impulsive local damage analyses of concrete structure by the distinct element method. Nucl Eng Des 1992;138:105-10.
32. Liao C-L, Chang T-R, Young D-H, Chang CS. Stress-strain relationship for granular materials based on the hypothesis of best fit. Int J Solids Struct 1997;34(31-32):4087-100.
33. Lilliu G, Van Mier JGM. 3d lattice type fracture model for concrete. Eng Fract Mech 2003;70:927-41.
34. Malvar LJ, Crawford JE. Dynamic increase factors for concrete. In: 28th Department of Defense Explosives Safety Seminar, Orlando, FL, 1998.
35. Mazars J. Application de la mécanique de l'endommagement au comportement non linéaire et à la rupture du béton de structure. PhD thesis, thèse de doctorat d'état de l'université Paris VI, 1984 (in French).
36. Meguro K, Hakuno M. Fracture analyses of concrete structures by the modified distinct element method. Structural Eng/Earthquake Eng 1989;6(2):283-94.
37. Moreau J-J. Numerical investigation of shear zones in granular materials. In: Grassberger P, Wolfs D, editors. Friction, arching, contact dynamics. Singapore: World Scientific Editions; 1997. p. 233-47.
38. Pijaudier-Cabot G, Benallal A. Strain localization and bifurcation in a nonlocal continuum. Int J Solids Struct 1993;30(13):1761-75.
39. Potapov AA, Hopkins MA, Campbell CS. A two-dimensional dynamic simulation of solid fracture. Part I: Description of the model. Int J Modern Phys 1995;6(3):371-98.
40. Potyondi D, Cundall PA, 1999. Modeling notch formation in the URL mine-by tunnel: Phase IV - enhancements to the PFC model of rock. Tech. Rep. 06819-REP-01200-10002-R00. Itasca consulting group Inc.
41. Potyondy DO, Cundall PA, Lee CA. Modelling rock using bonded assemblies of circular particles. Rock Mech 1996:1937-44.
42. Rossi P, Van Mier JGM, Toutlemonde R, Le Maou F, Boulay C. Effect of loading rate on the strength of concrete subjected to uniaxial tension. Mater Struct 1994;27:260-4.
43. Thabet A, Haldane D. Three-dimensional numerical simulation of the behaviour of standard concrete test specimens when subjected to impact loading. Comput Struct 2001;79:21-31.
44. Toutlemonde F. Résistance au choc des structures en béton; du comportement du matériau au calcul des ouvrages. PhD thesis. Ecole Nationale des Ponts et Chaussées, 1995 (in French).
45. Toutlemonde F, Rossi P. Major parameters governing concrete dynamic behaviour and dynamic failure of concrete structures. In: Euro-DYMAT94, GB: Oxford; 1994. p. 26-30.
46. Zhao H, Gary G. On the use of SHPB techniques to determine the dynamic behavior of materials in the range of small strains. Int J Solids Struct 1996;33(23):3363-75.