A constitutive model for the dynamic and high-pressure behaviour of a propellant-like material: Part II: Model development and applications

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 6, 2001, Pages 581-603

  Trumel, Hervé ^a   Dragon, André ^a   Fanget, Alain ^b   Lambert, Philippe ^c  

^a UMR 6617 du CNRS   (France)

^b CENTRE D ETUDES DE GRAMAT   (France)

^c Sciences and Applications   (France)

Author keywords

Compaction; Finite strains; Highly filled elastomers; Particle reinforce materials; Title; Viscoelastic viscoplastic behavior

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; CORRELATION METHODS; MATHEMATICAL MODELS; PLASTIC DEFORMATION; PRESSURE EFFECTS; STRAIN RATE; THERMODYNAMIC STABILITY; VISCOELASTICITY; VISCOPLASTICITY;

CONSTITUTIVE MODELS; PROPELLANT-LIKE MATERIALS;

STRUCTURAL ANALYSIS;

CONSTITUTIVE EQUATION; DYNAMIC RESPONSE; HIGH PRESSURE; PROPELLANT;

EID: 0035339127     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.143     Document Type: Article

References (15)

1. Trumel H, Dragon A, Fanget A, Lambert P. A constitutive model for the dynamic and high-pressure behaviour of a propellant-like material: Part I: Experimental background and general structure of the model. International Journal for Numerical and Analytical Methods in Geomechanics 2001; 25:551-579.
2. Fillers RW, Tschoegl NN. The effect of pressure on the mechanical properties of polymers. Transactions of the Society of Rheology 1977;21(1):51-100.
3. Losi GU, Knauss WG. Free volume theory and nonlinear thermoviscoelasticity. Polymer Engineering Science 1992; 32(8):542-557.
4. Trumel H, Dragon A. A hyperelastic non-linear model for a nearly incompressible particulate composite. International Journal of Engineering Science 1994; 32(7):1085-1101.
5. Trumel H, Dragon A, Fanget A. A finite-strain elastic-plastic model for the quasi-static behaviour of particulate composites. International Journal of Engineering Science 1996; 34(6):677-698.
6. Trumel H. Un modèle viscoélastique-viscoplastique pour un composite particulaire. Application à un problème de pénétration dynamique. Doctoral Thesis, Université de Poitiers-ENSMA, 1996.
7. Ravichandran G, Liu CT. Modeling constitutive behavior of particulate composites undergoing damage. International Journal of Solids and Structures 1995; 32(6-7):979-990.
8. Ferry JD. Viscoelastic Properties of Polymers (3rd edn). Wiley: New York, 1980.
9. Katona MG, Mulert MA. A viscoplastic cap-model for soil and rock. In Mechanics of Engineering Materials (Desai CS, Gallagher RH eds), chapter 17. Wiley: New York, 1984.
10. Gudehus G. Elastic-plastic constitutive equations for dry sand. Archives of Mechanics 1972; 34(3):395-402.
11. O'Dowd NP, Knauss WG. Time dependent large principal deformation of polymers. Journal of the Mechanics and Physics of Solids 1995; 43(5):771-792.
12. Cagnou J. Dynamic behaviour of a filled polymer. Journal of Physics (Coll. C3, suppl. 9) 1988; 49:521-528.
13. Martin C, Dragon A, Trumel H. A viscoelastic homogenization for a class of filled elastomers. Mechanics Research Communications 1999; 26(3):327-334.
14. Perzyna P. Constitutive equations of dynamic plasticity. In Inelastic Solids and Structures, A. Sawczuk memorial vol., Kleiber M, König JA (eds). Pineridge Press: Swansea, 1990.
15. Dragon A, Halm D, Desoyer T. Anisotropic damage in quasi-brittle solids: modelling, computational issues and applications. Computer Methods in Applied Mechanics and Engineering 2000; 183:331-352.