[1] Simo J C, Ju J W. Strain-and stress-based continuum damage models[J].Internat J Solids and Structures,1987,23(7):821-840.
[2] Ortiz M. A constitutive theory for the inelastic behavior of concrete[J]. Mech Mater,1985,4(1):67-93.
[3] Ju J W.On two-dimensional self-consistent micromechanical damage models for brittle solids[J].Internat J Solids and Structures,1991,27(2):227-258.
[4] Nemat-Nasser S, Horii H. Compression induced microcrack growth in brittle solids: axial splitting and shear failure[J].Journal of Geophysics Research,1985,90(B4):3105-3125.
[5] Ashby M F, Hallam S D. The failure of brittle solids containing small cracks under compressive states[J].Acta Metallica,1986,34(3):497-510.
[6] Kachanov M. A microcrack model of rock inelasticity-Part Ⅰ: frictional sliding on microcracks[J].Mechanics of Materials,1982,1(1):19-27.
[7] Nemat-Nasser S, Obata M. A microcrack model of dilatancy in brittle materials[J].Journal of Applied Mechanics,1988,55(1):24-35.
[8] Basista M, Gross D. The sliding crack model of brittle deformation:an internal variable approach[J].Internat J Solids and Structures,1998,35(5/6):487-509.
[9] Okubo S,Nishimatsu Y,He C. Loading rate dependence of class Ⅱ rock behavior in uniaxial and triaxial compression tests-an application of a proposed new control method[J].Internat J Rock Mech Min Sci & Geomech Abstr,1990,27(6):559-562.
[10] Rice J R. Inelastic constitutive relations for solids :an internal-variable theory and its application to metal plasticity[J].Journal of the Mechanics and Physics of Solids,1971,19(6):433-455.
[11] ZHOU Xiao-ping,HA Qiu-lin,ZHANG Yong-xing,et al.Analysis of the deformation localization and the complete stress-strain relation for brittle rock subjected to dynamic compressive loads[J].Internat J Rock Mech Min Sci,2004,41(2):311-319.
[12] Tada H, Paris P C, Irwin G R.The Stress Analysis of Cracks Handbook[M].St Louis Ed.Paris:Paris Production Incorporated,1985. |