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321

and with the fractal geometry taken into account. Thus, our most advanced model

incorporates the discrete nature of fracture process and its fractal geometry at the same

time. Two new variables enter the theory:

(1) fracture quantum

a

0;

(2) fractality degree, measured by the fractal dimension

D

or by the fractal exponent

α

.

It is noteworthy that each of the successive models listed in Fig. 6 predicts for a given

level of the applied load successively larger cohesive zone, namely

f

Dd D LEFM

Dd

R R R R

≥ ≥ ≥

The interpretation of the subscripts is as follows:

f

- fractal,

Dd

– Dugdale discrete,

D

Dugdale. Of course, the LEFM value of

R

is zero, but using the

K

c

value obtained from

the tests specified by ASTM one could, in a

hindsight, define an equivalent length

R

that

could be associated with a LEFM crack.

At the micro- and nano-scale the size of the Neuber particle, or process zone in a

more updated nomenclature, becomes important not only for mathematical treatment of

the problem, but also for the physical interpretation of the decohesion phenomenon at the

atomistic scale.

REFERENCES

1.

Isupov, L.P. and Mikhailov, S. E. (1998) A comparative analysis of several nonlocal fracture

criteria.

Archive of Applied Mechanics

, 68:597-612.

2.

Ippolito, M., Mattoni, A., Colombo, L. and Pugno, N. (2006) Role of lattice discreteness on

brittle fracture: Atomistic simulations versus analytical models.

Physical Review B

, 73:104111.

3.

Griffith, A.A. (1920), "The Phenomena of Rupture and Flowing Solids", Phil. Trans. Royal

Soc. (London), Vol. A221, pp. 163-198.

4.

Barenblatt, G.I. (1962) The mathematical theory of equilibrium of crack in brittle fracture.

Advances in Applied Mechanics

, 7:55-129.

5.

Orowan, E. (1955) Energy criteria of fracture.

Welding Journal

, 34: S157-S160.

6.

Irwin, G. R. (1958). Fracture I,

Handbuck der Physik VI

, Flu¨gge Ed., 558–590, Springer.

7.

Novozhilov, V.V. (1969) On a necessary and sufficient criterion for brittle strength.

Journal of

Applied Mathematics and Mechanics-USSR

, 33:212-222.

8.

Eshelby, J. D. (1957) The Determination of the Elastic Field of an Ellipsoidal Inclusion, and

Related Problems.

Proceedings of the Royal Society of London Series A

, 241:376-396.

9.

Neuber, H. (1958),

Theory of Notch Stresses

, Springer-Verlag, Berlin.

10. Wnuk, M.P. (1974) Quasi-static extension of a tensile crack contained in a viscoelastic-plastic

solid.

Journal of Applied Mechanics

, 41:234-242, 1974.

11. Seweryn, A. (1994) Brittle-Fracture Criterion for Structures with Sharp Notches.

Engineering

Fracture Mechanics

, 47:673-681.

12. Pugno, N. and Ruoff, R.S. (2004). Quantized fracture mechanics.

Philosophical Magazine

84(27),2829–2845.

13. Wnuk, M.P. and Yavari, A. (2005) A correspondence principle for fractal and classical cracks.

Engineering Fracture Mechanics

, 72:2744-2757.

14. Thomson, R., Hsieh, C. and Rana, V. (1971) Lattice trapping of fracture cracks.

Journal of

Applied Physics

, 42:3154-3160, 1971.

15. Hsieh, C. and Thomson, R. (1973) Lattice Theory of Fracture and Crack Creep.

Journal of

Applied Physics

, 44:2051-2063.

16. Esterling, D.M. (1976) Lattice Theory of 3-Dimensional Cracks.

Journal of Applied Physics

,

47:486-493.