Crack Paths 2009
M T S
Generalized M T S
Figure 7. Comparison of conventional and generalized M T Scriteria for fracture path
in a S C Bspecimen.
C O N C L U S I O N S
-The fracture initiation angle and the crack path trajectory under mixed mode loading
conditions were not the same for C C C Dand S C Bspecimens. The trajectories depended
on the mode mixity and the specimen type.
-There is a positive T-stress in the S C B specimen and this is the main reason why the
crack path deviates more when this specimen is subjected to mixed mode loading
compared to the C C C Dspecimen which has very large negative T-stress.
R E F E R E N C E S
1. Krishnan, G.R., Zhao, X.L., Zaman, M., Roegiers, J.C. (1998) Int. J. Rock Mech.
Min. Sci. 35(6), 695-710.
2. Awaji, H, Sato, S. (1978) J. Engng. Mater. Tech. 100, 175-182.
3. Khan, K., Al-Shayea, N.A. (2000) Rock Mech. Rock Engng. 33(3), 179-206.
4. Chang, S.H., Lee, C.I., and Jeon, S. (2002) Engng. Geol. 66, 79-97.
5. Lim, I.L., Johnston, I.W., Choi, S.K., Boland, J.N. (1994) Int. J. Rock Mech. Min.
Sci. Geomech. Abstr. 31(3), 199-212.
6. Ayatollahi, M.R., Aliha, M.R.M., (2007) Comp. Mater. Sci. 38, 660-670.
7. Erdogan, F., Sih, G.C. (1963) J. Basic Engng. Trans. A S M E85, 519-525.
8. Williams, M.L. (1957) J. Appl. Mech. 24, 109-114.
9. Smith, D.J., Ayatollahi, M.R., Pavier, M.J. (2001) Fatig. Fract. Engng. Mater.
Struct. 24, 137-150.
10. Sumi, Y. (1985) Theo.App.Fract.Mech, 4, 149-156.
11. Maiti, S.K.M., Prasad, K.S.R. (1980) Int. J. Sol. Struct. 16, 563-574.
12. Cotterell, B., Rice, J.R., (1980) Int. J. Fract. 16(2), 155-169.
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