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NTIS 바로가기Mechanics of materials : an international journal, v.33 no.1, 2001년, pp.33 - 45
Brara, A. (Laboratory of Physics and Mechanics of Materials, UMR-CNRS No. 7554, I.S.G.M.P., Metz University, Ile du Saulcy, 57045 Metz Cedex 01, France) , Camborde, F. (Laboratory of Detection and Geophysics, Commissariat of Atomic Energy, Bruyè) , Klepaczko, J.R. (res le Chatel Cedex, France) , Mariotti, C. (Laboratory of Physics and Mechanics of Materials, UMR-CNRS No. 7554, I.S.G.M.P., Metz University, Ile du Saulcy, 57045 Metz Cedex 01, France)
AbstractTest results for concrete loaded at high strain rates in tension, obtained with a new experimental technique, and numerical simulations of those experiments by discrete element method (DEM), are presented in this paper. The experimental method is based on the Hopkinson bar principle combined...
Bathe 1982 Finite Element Procedures in Engineering Analysis
Brara, A., Klepaczko, J.R., Kruszka, L., 1997. Tensile testing and modeling of concrete under high loading rates. In: Brandt, Li and Marshall (Eds.), Brittle Matrix Composites 5 (BMC5), Warsaw, Poland, pp. 281-290
Brara, A., Klepaczko, J.R., 1999, Etude experimentale de la traction dynamique du beton par ecaillage, in recueil de communications GEO-reseau de laboratoires, Comportement des ouvrages en dynamique rapide, Aussois, France
Bung, H., 1994. Modelisation sous sollicitations rapides, Seminaire CEA/DAM, pp. 73-118
Camborde, F., Mariotti, C., 1999. Simulation of non-linear behaviour for rock and concrete by Discrete Element Method, Int. J. Geotechnics and Numericals Methods, in press
Cambou, B., 1993. From global to local variables in granular materials. In: Second International Conference on Thorntoned, Powders and Grains, Balkema, pp. 73-86
Eur. J. Mech., A/Solids Cambou 255 1995 Homogenization for granular materials
Struct. Eng./Earthquake Eng. Casaverde 6 131 1989 Distinct element analysis for rock avalanche
J. Eng. Mech. Chang 116 1077 1990 10.1061/(ASCE)0733-9399(1990)116:5(1077) Packing structure and mechanical properties of granulate
Cambridge Philos. Soc. Trans. Chree 14 250 1889 The equation of an isotopic solid in polar and cylindrical coordinates their solutions and applications
Geophys. J. Int. Donze 116 46 1994 10.1111/j.1365-246X.1994.tb02126.x Numerical simulation of faults and shear zones
Int. J. Rock Mech. Min. Sci. Donze 34 1153 1997 10.1016/S1365-1609(97)80068-8 Modeling of fractures in rock blasting
Mech. Cohesive-frictional Mater. Emeriault 1 199 1996 10.1002/(SICI)1099-1484(199604)1:2<199::AID-CFM10>3.0.CO;2-Y Homogenization for granular materials: non reversible behaviour
J. Eng. Mater. Technol. Franz 105 61 1983 10.1115/1.3225620 Wave propagation in the split Hopkinson pressure bar
Int. J. Fract. Kipp 16 471 1980 10.1007/BF00016585 Strain rate dependent fracture initiation
Int. J. Plasticity Klepaczko 6 415 1990 10.1016/0749-6419(90)90011-3 Behavior of rock like materials at high strain rates in compression
Klepaczko, J.R., Brara, A., 1999. New experimental technique for testing of concrete at high loading rate in tension. Int. J. Impact Eng., in press
Kormeling, H.A., Zielinski, A.J., Reinhardt, H.W., 1980. Experiments on concrete under single and repeated impact tensile loading. Report (5-80-3), Delft University of Technology, Stevin Laboratory
Comput. Methods Appl. Mech. Eng. Kun 138 3 1996 10.1016/S0045-7825(96)01012-2 A study of fragmentation processes using a discrete element method
10.1016/0029-5493(92)90282-Z Kusano, N., Aoyagi, T., Aizawa, J., Ueno, Morikawa, H., Kobayashi, N., 1992. Impulsive local damage analyses of concrete structure by the distinct element method. Nucl. Eng. Design 138, 105-110
Love 1927 A Treatise of the Mathematical Theory of Elasticity
Int. J. Impact Eng. Lifshitz 15 6 723 1993 10.1016/0734-743X(94)90011-9 Data processing in the split Hopkinson pressure bar tests
Struct. Eng./Earthquake Eng. Meguro 10 175 1994 Application of the extended distinct element method for collapse simulation of a double-deck bridge
Numer. Meth. Geomech. Omachi 1855 1988 Dynamic failure of rockfill models simulated by the distinct element method
J. fur die Reine und Angewandte Mathematik Pochhammer 81 324 1876 10.1515/crll.1876.81.324 On the propagation velocities of small oscillations in an unlimited isotropic circular cylinder
Potyondy, D.O., Cundall, P.A., Lee, C.A., 1996. Modelling rock using bonded assemblies of circular particles. In: Aubertin, Hassani and Mitri (Eds.), Rock Mechanics, Balkema, pp. 1937-1944
10.1557/PROC-64-1 Reinhardt, H.W., 1985. Strain rate effects on the tensile strength of concrete as predicted by thermodynamic and fracture mechanic models. In: Mindess and Shah (eds.), Cement-based Composites: Strain Rate Effects on Fracture, vol. 64. Pittsburgh, Pennsylvania, pp. 1-12
Mech. Mater. Sidoroff 16 83 1993 10.1016/0167-6636(93)90030-U Contact force distribution in granular media
10.1016/0167-6636(93)90030-U Sidoroff, F., Cambou, B., Mahboudi, A., 1993b. Contact force distribution in granular media. In: H.H. Shen et al. (Eds.), Advances in Micromechanics of Granular Materials, Elsevier, Amsterdam, 16, pp. 83-89
Mater. Res. Soc. Symp. Proc. Schlangen 278 153 1992 10.1557/PROC-278-153 Fracture modeling of granular materials
ACI Mater. J. Tedesco 90 162 1993 Experimental and numerical analysis of high strain rate splitting tensile tests
J. Mech. Phys. Solids Zhao 75 7 1185 1997 10.1016/S0022-5096(96)00117-2 A new method for the separation of waves. Application to the SHPB technique for an unlimited duration of measurement
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