Variations of the effective elastic material properties of a brittle solid with distributed void propagation
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[1] N. Shrive,et al. On the Griffith criteria for brittle fracture in compression , 1993 .
[2] Yonggang Huang,et al. Estimation of the elastic properties of fractured rock masses , 1993 .
[3] S. Nemat-Nasser,et al. Micromechanics: Overall Properties of Heterogeneous Materials , 1993 .
[4] Sergio Lagomarsino,et al. A microcrack damage model for brittle materials , 1993 .
[5] Mark Kachanov,et al. On the effective moduli of solids with cavities and cracks , 1993, International Journal of Fracture.
[6] Sia Nemat-Nasser,et al. Solids with periodically distributed cracks , 1993 .
[7] Mark Kachanov,et al. Effective Elastic Properties of Cracked Solids: Critical Review of Some Basic Concepts , 1992 .
[8] Jiann-Wen Ju,et al. On two-dimensinal self-consistent micromechanical damage models for brittle solids , 1991 .
[9] B. Karihaloo,et al. OTHOTROPIC DAMAGE MODEL FOR PLAIN CONCRETE IN TENSION , 1990 .
[10] G. P. Tandon,et al. Elastic moduli for a class of porous materials , 1989 .
[11] Dusan Krajcinovic,et al. A micromechanical model for concrete in compression , 1988 .
[12] Zvi Hashin,et al. The differential scheme and its application to cracked materials , 1988 .
[13] E. Gdoutos,et al. On the Griffith criterion for three-dimensional cracks , 1988 .
[14] S. Nemat-Nasser,et al. On mechanics of crack growth and its effects on the overall response of brittle porous solids , 1987 .
[15] David Darwin,et al. Self‐Consistent Model for Transversely Isotropic Cracked Solid , 1987 .
[16] J. Aboudi,et al. The effective moduli of cracked bodies in plane deformations , 1987 .
[17] N. Laws,et al. The effect of micro-crack systems on the loss of stiffness of brittle solids , 1987 .
[18] Michael F. Ashby,et al. The failure of brittle porous solids under compressive stress states , 1986 .
[19] Dusan Krajcinovic,et al. A micromechanical damage model for concrete , 1986 .
[20] M. Taya,et al. On effective moduli of an elastic body containing periodically distributed voids: comments and corrections , 1985 .
[21] Sia Nemat-Nasser,et al. Overall moduli of solids with microcracks: Load-induced anisotropy , 1983 .
[22] T. Iwakuma,et al. Composites with periodic microstructure , 1983 .
[23] F. Henyey,et al. Self‐consistent elastic moduli of a cracked solid , 1982 .
[24] M. Taya,et al. On effective moduli of an elastic body containing periodically distributed voids , 1981 .
[25] Mark Kachanov,et al. Continuum Model of Medium with Cracks , 1980 .
[26] Alan Hoenig,et al. Elastic moduli of a non-randomly cracked body , 1979 .
[27] W. M. Bruner,et al. Comment on ‘Seismic velocities in dry and saturated cracked solids’ by Richard J. O'Connell and Bernard Budiansky , 1976 .
[28] B. Budiansky,et al. Elastic moduli of a cracked solid , 1976 .
[29] D. W. Hobbs,et al. STRENGTH OF CONCRETE UNDER COMBINED STRESS , 1971 .
[30] J. C. Jaeger,et al. Fundamentals of rock mechanics , 1969 .
[31] G W Vile,et al. THE STRENGTH OF CONCRETE UNDER SHORT-TERM STATIC BIAXIAL STRESS , 1968 .
[32] L. Walpole,et al. The elastic field of an inclusion in an anisotropic medium , 1967, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[33] J. D. Eshelby. The determination of the elastic field of an ellipsoidal inclusion, and related problems , 1957, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.