Fracture under compression: the direction of initiation

International Journal of Fracture Mechanics - Tập 61 - Trang 267-294 - 1993
Kaihong Wei1, Jean-Claude de Bremaecker1
1Department of Geology and Geophysics, Rice University, Houston, USA

Tóm tắt

The preferential orientation for the initiation of a crack is the one which gives the maximum strain energy reduction for a given crack length. This proposed criterion is a logical extension of the maximum energy release rate criterion. It makes no assumptions on the configuration, the homogeneity, the stress condition on the crack faces, or the material response, consequently it is applicable to the usual engineering cases as well as to cases under compression and/or high confining pressures such as obtain inside the Earth. Numerical results for brittle materials (rocks) agree with laboratory and field data, and show that the criterion is an improvement over the empirical and approximate Coulomb-Mohr criterion which has been used for compressive fracture problems for more than 200 years. They also show that our method can be used in cases where it is not a priori evident whether the fracture will remain closed or will open. The mathematical formulation of the criterion is approached by way of constrained optimization, and the solution is proven to exist uniquely. The numerical implementation is based on a finite element scheme. An iterative method is employed to handle the material and geometric non-linearities.

Tài liệu tham khảo

H.L. Ewalds and R.J.H. Wanhill, Fracture Mechanics, Edward Arnold (1984) 79. J. Handin, Journal of Geophysical Research 74 (1969) 5343–5348. C.E. Inglis, Transactions of the Institute of Naval Architects 55 (1913) 219–241. A.A. Griffith, Philosophical Transactions of the Royal Society of London 221 (1921) 163–197. G.R. Irwin, Journal of Applied Mechanics 24 (1957) 361–364. F. Erdogan and G.C. Sih, Transactions of the American Society of Mechanical Engineers: Journal of Basic Engineering 85 (1963) 519–527. G.C. Sih, International Journal of Fracture 10 (1974) 305–321. M.A. Hussain, S.L. Pu and J.H. Underwood, in Fracture Analysis, American Society for Testing Materials, Special Technical Publication (1974) 1–28. H. Horii and S. Nemat-Nassar, Philosophical Transactions of the Royal Society of London, A 319 (1986) 337–374. S. Nemat-Nassar and H. Horii, Journal of Geophysical Research 87 (1982) 6805–6821. H. Horii and S. Nemat-Nassar, Journal of Geophysical Research 90 (1985) 3105–3125. N. Kikuchi and J.T. Oden, Contact Problems in Elasticity: A Study of Variational Inequalities and Finite Element Methods, Society for Industrial and Applied Mathematics, Philadelphia (1988). K. Bathe and A. Chaudhary, International Journal for Numerical Methods in Engineering 21 (1985) 65–88. G.R. Irwin, Fracturing of Metals, ASM (1948) 152. D.R.J. Owen and E. Hinton, Finite Element in Plasticity: Theory and Practice, Pineridge Press, Swansea, U.K. (1980). C.S. Desai and J.F. Abel, Introduction to the Finite Element Method, A Numerical Method for Engineering Analysis, Van Nostrand Reinhold Company, New York (1972) 224. H.J. Carpenter, R.L. Taylor and M.G. Katona, International Journal for Numerical Methods in Engineering 32 (1991) 103–128. M. Avriel, Nonlinear Programming; Analysis and Methods, Prentice-Hall, Englewood Cliffs, NJ (1976) 18. R. Tapia, Optimization Theory, Class notes, Rice University (1991). E.B. Becker, G.F. Carey and J.T. Oden, Finite Elements: An Introduction, 1 Prentice-Hall, Englewood Cliffs, NJ (1981). J.D. Blacic, P.H. Halleck, P. D'Onfro and R.E. Riecker, in Mechanical Behavior of Crustal Rocks, The Handin Volume, American Geophysical Union (1981) 153–159. M.A. Naylor, G. Mandl and C.H.K. Sijpestijn, Journal of Structural Geology 8 (1986) 737–752. R.E. Wilcox, T.P. Harding and D.R. Seely, The American Association of Petroleum Geologists Bulletin 57 (1973) 74–96. J.S. Tchalenko, Geological Society of American Bulletin 81 (1970) 1625–1640. A.G. Sylvester, Geological Society of American Bulletin 100 (1988) 1666–1703.