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[DUB 94] DUBÉ J.F., Modélisation simplifiée et comportement visco-endommageable des
structures en béton, PhD Thesis, University of Paris 6, 1994.
[ELW79]ELWI A.A., MURRAY D.W., “A 3D hypoelastic concrete constitutive
relationship”,
Journal of the Engineering Mechanics Division
, Vol. 105, N° EM4, August
1979.
[GAR 98a] GARY G., BAILLY P., “Behavior of quasi-brittle material at high strain rate.
Experiment and modeling”,
European Journal of Mechanics, A/Solids,
17, N° 3, pp. 403-
420, 1998.
[GAR 98b] GARY G., BAILLY P., GATUINGT F. “Testing concrete at high strains and high
rates of strain”.
3
rd
International Symposium on Impact Engineering'98,
Singapore,
Singapore, 7-9 December 1998.
[GUR 77] GURSON A.L., “Continuum theory of ductile rupture by void nucleation and
growth: Part I - Yield criteria and flow rules for porous ductile media”,
Engng. Materials
and Technology
, Vol. 99, pp. 2-15, 1977.
[HAN 85] HAN D.J., CHEN W.F., “A non-uniform hardening plasticity model for concrete
materials”,
Mechanics of Materials,
4, pp. 283-302, 1985.
[HER 69] HERMAN W., “Constitutive equation for the dynamic compaction of ductile
porous materials”,
Journal of Applied Physics
, Vol. 40, N° 6, May 1969.
[HOL 93] HOLMQUIST T.J., JOHNSON G.R., COOK W.H., “A computational constitutive
model for concrete subjected to large strains, high strain rates, and high pressures”,
14
th
International Symposium on Ballistics
, Quebec, Canada, 26-29 September 1993.
[LAB 91] LA BORDERIE C., Phénomènes unilatéraux dans un matériau endommageable:
modélisation et application à l'analyse de structures en béton, PhD Thesis, University of
Paris 6, 1991.
[LAS 88] LASRY D., BELYTSCHKO T.B., “Localization limiters in transient problems”,
Int. J. Sol. Struct.
, Vol. 24, pp. 581-597, 1988.
[LEM 85] LEMAITRE J., CHABOCHE J.L.,
Mécanique des matériaux solides
, Dunod,
Paris, 1985.
[LEN 00] LE NARD H., BAILLY P., “Dynamic behavior of concrete: the structural effect of
compressive dynamic strength increase”,
Mechanics of Cohesive-Frictional Materials
,
Vol. 5, pp. 491-510, 2000.
[LEV 98] LE VU O., Etude et modélisation du comportement du béton sous sollicitation de
grande amplitude, application au problème de la pénétration dynamique, Thesis, Ecole
Polytechnique, Palaiseau, France, 1998.
[LOR 87] LORET B., “Application de la théorie des multimécanismes au comportement des
sols”,
Manuel de rhéologie de géomatériaux
, presses de l'ENPC, 1987.
[MAR 94] MARIOTTI C., THOMAS F., “Loi de comportement ARMOR pour géomatériaux
sous chargement dynamique”,
Journal de Physique IV
, Vol. 4, September 1994.
[MAZ 84] MAZARS J., Application de la mécanique de l'endommagement au comportement
non linéaire et à la rupture du béton de structure, PhD Thesis, University of Paris 6, 1984.
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