Mechanical behaviour of a viscoelastic plastic granular material: Experimental procedure and modelling

WSEAS Transactions on Computers

Volumn 5, Issue 1, 2006, Pages 149-156

  Gratton, M ^a   Le, V D ^a   Frachon, A ^a   Caliez, M ^a   Picart, Didier ^b  

^a UNIVERSITÉ DE TOURS   (France)

^b CEA He Ripault   (France)

Author keywords

DMA; Energetic material; Experimental procedure; Genetic algorithm; Isotropic damage; Parabolic plastic criterion; Viscoelasticity

Indexed keywords

ELASTOPLASTICITY; EXPLOSIVES; GENETIC ALGORITHMS; GRANULAR MATERIALS; MATHEMATICAL MODELS; MECHANICAL TESTING; PLASTIC FLOW; STRAIN; VISCOELASTICITY;

EXPERIMENTAL PROCEDURE; ISOTROPIC DAMAGE; MAXWELL MODEL; MECHANICAL BEHAVIOUR; PARABOLIC PLASTIC CRITERION;

DYNAMIC MECHANICAL ANALYSIS;

EID: 30644458057     PISSN: 11092750     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (19)

1. F.L. Addessio, J.N. Johnson, A constitutive model for the dynamic response of brittle materials, J. Appl. Phys., Vol. 67, 1990, pp 3275-3286.
2. J.G. Bennett, K.S. Haberman, J.N. Johnson, B.W. Asay, B.F. Henson, A constitutive model for the non-schock ignition and mechanical response on high explosives, J. Mech. Phys. Solids, Vol. 46-12, 1998, pp. 2303-2322.
3. R.M. Hackett, J.G. Bennett, An implicit finite element material model for energetic particulate composite materials, Int. J. Numer. Meth. Engng, Vol. 49, 2000, pp. 1191-1209.
4. M. Aubertin, L. Li, A porosity-dependant inelastic criterion for engineering materials, Int. Jour. of Plast., Vol. 20, 2004, pp. 2179-2208.
5. J.H. Prevost, R. Popescu, Constitutive Relations for Soil Materials, Electronic Journal of Geotechnical Engineering, First Issue, 1996.
6. O. Coussy, Mécanique des Milieux Poreux. Editions Technip, 1991.
7. A. Bouchou, M. Gratton, C. Gontier, Un modèle phénoménologique pour l'étude de la compression d'une mousse phénolique, Acts of the fifth national conference in structures computation, Giens, Vol I, 2001, pp. 393-400.
8. P.Y. Hicher, J-F. Shao, Elastoplasticité des sols et des roches - Modèles de comportement des sols et des roches - 1, Hermès Science Publications, 2002.
9. F. Schleicher, Z. Angew, Math. Mech., 6:199, 1926.
10. D.C. Drucker, A.M. Asce, R.E. Gibson, & D.J. Henkel, Soil Mechanics and Work-Harding theories of plasticity, Transactions American Society of Civil Engineers, Vol. 122, 1957.
11. X.D. Pan, J.A. Hudson, A simplified three dimensional Hoek-Brown yield criterion, Rock Mechanics and Power Plants, M. Romana (ed.), Rotterdam: Balkema, 1988, pp. 95-103.
12. R. Raghava, R.M. Caddekk, G.S.Y. Yeh, The macroscopic yield behaviour of polymers, J. Material Science, Vol.8, 1973, pp. 225-232.
13. D.E. Goldberg, Genetic algorithms in search, Optimization and Machine Learning, Addison Wesley Publishing Company, 1989.
14. J. Mazars, Mechanical damage and fracture of concrete structure, Proc. I.C.F. 5, Cannes, France, 1981, pp. 1499-1506.
15. A. Dragon, D. Halm, Th. Désoyer, Anisotropic damage in quasi-brittle solids: modelling, computational issues and applications, Comput. Methods Appl. Mech. Engr., 183, 2000, pp. 331-352.
16. D. Halm, A. Dragon, An anisotropic model of damage and frictional sliding for brittle materials, Eur. J. Mech., A/Solids, Vol.17, No. 3, 1998, pp. 439-460.
17. J. Mazars, Application de la mécanique de l'endommagement au comportement non linéaire et à la rupture du béton de structure, Université Pierre et Marie Curie - Paris 6, 1984.
18. J. Mazars, A description of micro- and macroscale damage of concrete structures, Engineering Fracture Mechanics, Vol. 25, No. 5/6, 1986, pp. 729-737.
19. J. Mazars, F. Ragueneau, G. Pijaudier-Cabot, Continuum damage modelling for concrete structures in dynamic situations, Continuum Damage Mechanics of Materials and Structures, O. Allix and F. Hild (Editors), Elsevier Science Ltd., 2002.