Civil Engineering Reference
In-Depth Information
mechanics of continuous media and numerical finite element codes (except in the
case of advanced codes, where finite elements meet EDs).
2.8. Bibliography
[BAI 99] BAILLY P., “Comportement des ouvrages en dynamique rapide, comportement
dynamique du béton”, final scientific report of the research group formed in the “GEO”
laboratories, 1999.
[BAZ 76] BAZANT Z.P., BHAT P.D., “Endochronic theory of inelasticity and failure of
concrete”, Journal of the Engineering Mechanics Division , Vol. 102, N° EM4, August
1976.
[BIC 83] BICANIC N., ZIENKIEWICZ O.C., “Constitutive model for concrete under
dynamic loading”, Earthquake Engineering and Structural dynamics , Vol. 11, pp. 689-
710, 1983.
[BIS 91] BISHOFF P.H., PERRY S.H., “Compressive behavior of concrete at high strain
rates”, Materials and Structures , Vol. 24, pp. 425-450, 1991.
[BUR 97] BURLION N., Compaction des bétons: éléments de modélisation et caractérisation
expérimentale, PhD Thesis, Ecole Normale Supérieure de Cachan, 1997.
[BUZ 99] BUZAUD E., DON D., CHAPELLE S., GARY G., BAILLY P., “Perforation
studies into MB50 concrete slabs”, 9 th International Symposium on Interaction of the
Effect of Munitions with Structures , Berlin, Germany, 1999.
[CAM 99] CAMBORDE F., Modélisation du comportement dynamique du béton, application
aux problèmes d'impacts et d'explosions, Thesis, Ecole Centrale de Nantes, 1999.
[CED 77] CEDOLIN L., CRUTZEN R.J., POLI S.D., “Triaxial stress-strain relationship for
concrete”, Journal of the Engineering Mech. Division , Vol. 103, N° EM3, June 1977.
[CHE 75] CHEN ANDRIE C.T., CHEN WAI-FAH, “Constitutive relations for concrete”,
Proceedings of the American Society of Civil Engineers , Vol. 101, N° EM4, August 1975.
[COU 91] COUSSY O., La Mécanique des Milieux Poreux , Editions Technip, Paris, 1991.
[CUN 97] CUNDALL P.A., “Distinct element models of rock and soil structure”, Analytical
and Computational Methods in Engineering Rock , Allen & Unwin Eds, Ch. 4, pp. 129-
163, London, 1997.
[DAR 90] DARVE F., “The expression of rheological laws in incremental form and the main
classes of constitutives equations”, Geomaterials Constitutive Equations and Modeling ,
Ed. Darve, Elseiver Applied Science, London, pp. 123-148, 1990.
[DON 98] DONZÉ F.V., MAGNIER S.A., “Numerical simulation of impacts using the
discrete element method”, Mech. Cohes.-Frict. Mater ., Vol. 3, pp. 257-276, 1998.
[DRU 52] DRÜCKER D.C., PRAGER W., “Soil mechenics and plastic analysis or limit
design”, Quarterly of Applied Mathematics , Vol. 10, pp. 157-175, 1952.
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