A microcrack based continuous damage model for brittle geomaterials

Key Engineering Materials

Volumn , Issue 180 PART 1, 2000, Pages 103-108

  Shao, J F ^a   Rudnicki, J W ^b  

^a LABORATOIRE DE MÉCANIQUE DE LILLE   (France)

^b Northwestern University   (United States)

Author keywords

Anisotropy; Brittle Rock; Damage; Microcrack

Indexed keywords

EID: 0347746319     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: None     Document Type: Article

References (8)

1. Costin L.S. (1985), 'Damage mechanics in the post failure regime', Mechanics of Materials 4, 149-160
2. Hayakawa K. and Murakami (1997), 'Thermodynamical modeling of elastic-plastic damage and experimental validation of damage potential', International Journal of damage mechanics, Vol.6, 333-363
3. Ju J. W. (1989), 'On energy based coupled elastoplastic damage theories : constitutive modeling and computational aspects', Int. J. Solids Structures, Vol.25, No.7, 803-833
4. Kachanov M. (1992), 'Effective elastic properties of cracked solid : critical review of some basic concepts', ASME App. Mech. Rev., Vol.45, no8, 304-335
5. Lubarda V. A. and Krajcinovic D. (1993), 'Damage tensor and the crack density distribution', Int. J. Solids Structures, Vol. 30, No. 20, 2859-2877
6. Nemat-Nasser S. and Hori M. (1993), 'Micromechanics : Overall properties of heterogeneous materials', North- Holland
7. Ortiz M. (1985), 'A constitutive theory for the inelastic behavior of concrete', Mechanics of Materials 4, 67-93
8. Yazdani S. and Schreyer H.L. (1988), 'An anisotropic damage model with dilatation for concrete', Mechanics of Materials 7, 231-244