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TECHNICAL PAPERS

A Possible Limiting Case Behavior for Brittle Material Fracture

[+] Author and Article Information
R. M. Christensen

Lawrence Livermore National Laboratory, Livermore, CA 94550Stanford University, Stanford, CA 94305

J. Appl. Mech 69(6), 772-774 (Oct 31, 2002) (3 pages) doi:10.1115/1.1483835 History: Received January 02, 2001; Revised October 19, 2001; Online October 31, 2002
Copyright © 2002 by ASME
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References

Kachanov,  M., 1992, “Effective Elastic Properties of Cracked Solids: Critical Review of Some Basic Concepts,” Appl. Mech. Rev., 45, pp. 304–335.
Kanninen, M. F., and Popelar, C. H., 1985, Advanced Fracture Mechanics, Oxford University Press, Oxford.
Budiansky,  B., and O’Connell,  R. J., 1976, “Elastic Moduli of a Cracked Solid,” Int. J. Solids Struct., 12, pp. 81–97.
Laws,  N., and Brockenbrough,  J. R., 1987, “The Effect of Microcrack Systems on Loss of Stiffness of Brittle Solids,” Int. J. Solids Struct., 23, pp. 1247–1268.
Gottesman, T., Hashin, Z., and Brull, M. A., 1980, “Effective Elastic Moduli of Cracked Fiber Composite Materials,” Advances in Composite Materials, Proc. ICCM 3, Bunsell et al., eds., Pergamon, Oxford, pp. 749–758.

Figures

Grahic Jump Location
Uniaxial stress fracture pattern

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