By J. Betten (auth.), Professor Dr. habil. Jacek J. Skrzypek, Dr. habil. Artur W. Ganczarski (eds.)
The ebook includes invited lectures of the overseas Symposium Anisotropic Behaviour of broken fabrics held in Krakow, Poland, September Sep 11 2002. Eminent researchers and global specialists within the box of wear and tear mechanics supply contemporary achievements and the cutting-edge within the box. The publication offers with the anisotropic harm mechanics with micromechanical points and thermo-mechanical coupling concerned. The booklet either meets educational curiosity and functional program calls for, particularly relating extra complex anisotropic versions of fabrics and the transition from microscopic to macroscopic level.
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Additional resources for Anisotropic Behaviour of Damaged Materials
37: 1-6. Krajcinovic, D. (1996). Damage Mechanics, Elsevier, North-Holland, Amsterdam / New York / Tokyo. Krajcinovic, D. and Fonseka, G. (1981). Mech. 48: 809-815. Krajcinovic, D. and Lemaitre, J. (1987). Continuum Damage Mechanics, Springer-Verlag, Wien, New York. Ladeveze, P. (1990). A damage approach for composite structures theory and identification, in A. Vautrin and H. Sol (eds), Mechanical Identification of Composites, Elsevier, pp. 4457. Leckie, F. and Hayhurst, D. (1974). Creep rupture of structures, Proc.
Constitutive equations for some damaged materials, European J. , A/Solids 13: 51-71. Grady, D. (1982). Local inertial effects in dynamic fragmentation, J. Mech. Phys. Solids 53: 322-325. 30 J. Betten Hayakawa, K. and Murakami, S. (1998). Damage Mechanics in Engineering Materials, Elsevier, chapter Space of damage conjugate force and damage potential of elastic-plastic damage materials, pp. 27-44. Hayhurst, D. (1972). Creep rupture under multiaxial states of stress, J. Mech. Phys. Solids 20: 381-390.
L. Chaboche, N. 30) with 1-8 and 1- being elastic local and overall stiffnesses. Using this form corresponds to the classical TFA method presented above, which can be considered as a generalisation of Kroner's rule. The first attempt for an improved theory was done by Hill (l965b), with the incremental "tangent" formulation. In what follows, all the fourth-rank operators corresponding with the tangent quantities are denoted using a rounded letter. 31 ) in which 1;;8 and 1;; are respectively the local and overall tangent stiffness tensors (depending on the actual strain).