journal article·1995-10-01

Scaling of Quasi-Brittle Fracture and the Fractal Question

Zdeneˇk P. Bazˇant

Publisher page

Abstract

The paper represents an extended text of a lecture presenting a review of recent results on scaling of failure in structures made of quasibrittle materials, characterized by a large fracture process zone, and examining the question of possible role of the fractal nature of crack surfaces in the scaling. The problem of scaling is approached through dimensional analysis, the laws of thermodynamics and asymptotic matching. Large-size and small-size asymptotic expansions of the size effect on the nominal strength of structures are given, for specimens with large notches (or traction-free cracks) as well as zero notches, and simple size effect formulas matching the required asymptotic properties are reported. The asymptotic analysis is carried out, in general, for fractal cracks, and the practically important case ofnonfractal crack propagation is acquired as a special case. Regarding the fractal nature of crack surfaces in quasibrittle materials, the conclusion is that it cannot play a signification role in fracture propagation and the observed size effect. The reason why Weibull statistical theory of random material strength does not explain the size effect in quasibrittle failures is explained. Finally, some recent applications to fracture simulation by particle models (discrete element method) and to the determination of size effect and fracture characteristics of carbon-epoxy composite laminates are briefly reviewed.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · Numerical methods in engineering · Composite Material Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Northwestern University, Evanston, IL 60208

References (47)

Show source-provided references
1. ACI Committee 446, 1992, “Fracture Mechanics of Concrete: Concepts, Models and Determination of Material Properties,” State-of-Art Report of Am. Concrete Institute (ACI) in Fracture Mechanics of Concrete Structures, Z. P. Bazˇant, ed., Elsevier, London, pp. 1–140.
2. Bao G. , HoS., SuoZ., and FanB., 1992, “The Role of Material Orthotropy in Fracture Specimens for Composites,” Int. J. Solid Structures, Vol. 29(9), pp. 1105–1116.10.1016/0020-7683(92)90138-J ↗
3. Barenblatt, G. I., 1979, Similarity, Self-Similarity and Intermediate Asymptotics, Consultants Bureau, New York, N.Y.10.1007/978-1-4615-8570-1 ↗
4. Bazˇant, Z. P., 1983, “Fracture in Concrete and Reinforced Concrete,” Mechanics of Geomaterials: Rocks, Concretes, Soils, Preprints, IUTAM Prager Symposium held at Northwestern University, Z. P. Bazˇant, ed., Evanston, IL. pp. 281–317.
5. Bazˇant Z. P. , 1984, “Size Effect in Blunt Fracture: Concrete, Rock, Metal,” J. of Engng. Mechanics, ASCE, Vol. 110, pp. 518–535.10.1061/(ASCE)0733-9399(1984)110:4(518) ↗
6. Bazˇant, Z. P., 1985, “Fracture Mechanics and Strain-Softening in Concrete,” Preprints, U.S.-Japan Seminar on Finite Element Analysis of Reinforced Concrete Structures, Tokyo, Vol. 1, pp. 47–69.
7. Bazˇant, Z. P., 1987, “Fracture Energy of Heterogeneous Material and Similitude,” Preprints, SEM-RILEM Int. Conf. on Fracture of Concrete and Rock, (Houston, Texas, June 1987), S. P. Shah and S. E. Swartz, eds., publ. by SEM (Soc. for Exper. Mech.), pp. 390–402.
8. Bazˇant Z. P. , 1993, “Scaling Laws in Mechanics of Failure,” J. of Engrg. Mech., ASCE, Vol. 119(9), pp. 1828–1844.10.1061/(ASCE)0733-9399(1993)119:9(1828) ↗
9. Bazˇant, Z. P., 1993, “Size Effect in Tensile and Compressive Quasibrittle Failures,” Preprints, JCI International Workshop on Size Effect in Concrete Structures, Tohoku University, Sendai, Japan, Oct. 141–160. also Proceedings, Size Effect in Concrete Structures, H. Mihashi, H. Okamura and Z. P. Bazˇant, eds., E. & F. N. Spon, London-New York, 1994, pp. 161–180.
10. Bazant, Z. P., and Cedolin, L., 1991, Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories (textbook and reference volume), Oxford University Press, New York.
11. Bazˇant, Z. P., Daniel, I., and Li, Z., 1995, “Size Effect and Fracture Characteristics of Fiber-Composite Laminates,” Report. Dept. of Civil Engng., Northwestern University, Evanston, Illinois; also ASME JEMT, submitted to.
12. Bazant Z. P. , and KazemiM. T., 1991, “Size Effect on Diagonal Shear Failure of Beams Without Stirrups,” ACI Structural J., Vol. 88, pp. 268–276.10.14359/3097 ↗
13. Bazant Z. P. , and KazemiM. T., 1990, “Size Effect in Fracture of Ceramics and its Use to Determine Fracture Energy and Effective Process Zone Length,” J. of American Ceramic Society, Vol. 73(7), pp. 1841–1853.10.1111/j.1151-2916.1990.tb05233.x ↗
14. Bazˇant, Z. P., Li, Zhengzhi., and Li, Yuan-Neg, 1995, “Modulus of Rupture: Size Effect Due to Fracture Initiation in Boundary Layer,” J. of Structural Engrg. ASCE, Vol. 121, in press.10.1061/(ASCE)0733-9445(1995)121:4(739) ↗
15. Bazˇant Z. P. , LinF.-B., and LippmannH., 1993, “Fracture Energy Release and Size Effect in Borehole Breakout,” Int. Journal for Numerical and Analytical Methods in Geomechanics, Vol. 17, pp. 1–14.10.1002/nag.1610170102 ↗
16. Bazˇant Z. P. , OzˇboltJ., and EligehausenR., 1994, “Fracture Size Effect: Review of Evidence for Concrete Structures,” J. of Struct. Engrg., ASCE, Vol. 120(8), pp. 2377–2398.10.1061/(ASCE)0733-9445(1994)120:8(2377) ↗
17. Bazˇant Z. P. , and PfeifferP. A., 1987, “Determination of Fracture Energy from Size Effect and Brittleness Number,” ACI Materials Jour., Vol. 84, pp. 463–480.10.14359/2526 ↗
18. Bazˇant Z. P. , TabbaraM. R., KazemiM. T., and Pijaudier-CabotG., 1990, “Random Particle Model for Fracture of Aggregate or Fiber Composites,” ASCE J. of Engng. Mech., Vol. 116(8), pp. 1686–1705.10.1061/(ASCE)0733-9399(1990)116:8(1686) ↗
19. Bazˇant Z. P. , and XiY., 1991, “Statistical Size Effect in Quasi-Brittle Structures: II. Nonlocal Theory,” ASCE J. of Engineering Mechanics, Vol. 117(11), pp. 2623–2640.10.1061/(ASCE)0733-9399(1991)117:11(2623) ↗
20. Bender, M. C., and Orszag, S. A., 1978, Advanced Mathematical Methods for Scientists and Engineers, McGraw-Hill, New York, Chapters 9–11.
21. Borodich F. , 1992, “Fracture Energy of Fractal Crack, Propagation in Concrete and Rock,” (in Russian). Doklady Akademii Nauk, Vol. 325(6), pp. 1138–1141.
22. Carpinteri, A., 1986, Mechanical Damage and Crack Growth in Concrete, Martinus Nijhoff Publishers, Doordrecht.10.1007/978-94-009-4350-6 ↗
23. Carpinteri, A., Chiaia, B., and Ferro, G., 1993, “Multifractal Scaling Law for the Nominal Strength Variation of Concrete Structures,” Size Effect in Concrete Structures, Proc., Japan Concrete Institute Intern. Workshop held in Sendai, Japan, Nov. 1995, M. Mihashi, H. Okamura and Z. P. Bazˇant, eds., E. & F. N. Spon, London-New York, pp. 193–206.
24. Carpinteri, A., Chiaia, B., and Ferro, G., 1995, “Multifractal Nature of Material Microstructure and Size Effects on Nominal Tensile Strength,” Fracture of Brittle Disordered Materials: Concrete, Rock and Ceramics, Proc., IUTAM Symp., Univ. of Qeensland, Brisbane, Sept. 1993), G. Baker and B. L. Karihaloo, eds., E. & F. N. Spon, London, pp. 21–50.
25. Carpinteri A. , 1994, “Fractal Nature of Material Microstructure and Size Effects on Apparent Mechanical Properties,” Mechanics of Materials, Vol. 18, pp. 89–101.10.1016/0167-6636(94)00008-5 ↗
26. Cahn R. , 1989, “Fractal Dimension and Fracture,” Nature, Vol. 338, Mar., pp. 201–202.10.1038/338201a0 ↗
27. Gettu R. , Bazˇant, and KarrM. E., 1990, “Fracture Properties and Brittleness of High-Strength Concrete,” ACI Materials Journal, Vol. 87, Nov.-Dec, pp. 608–618.10.14359/2513 ↗
28. Hillerborg A. , 1985a, “Theoretical Basis of Method to Determine the Fracture Energy Gf of Concrete,” Materials and Structures, Vol. 18(106), pp. 291–296.10.1007/BF02472919 ↗
29. Jira´sek M. , and Bazˇant, 1995, “Macroscopic Fracture Characteristics of Random Particle Systems,” Intern. J. of Fracture, Vol. 69(3), pp. 201–228.10.1007/BF00034763 ↗
30. Karihaloo, B. L., and Nallathambi, P., 1991, “Notched Beam Test: Mode I Fracture Toughness,” Fracture Mechanics Test Methods for Concrete, by S. P. Shah and A. Carpinteri, eds., Chapman and Hall, London, pp. 1–86.
31. Lange D. A. , JenningsH. M., and ShahS. P., 1993, “Relationship Between Fracture Surface Roughness and Fracture Behavior of Cement Paste and Mortar,” J. of Am. Ceramic Soc, Vol. 76(3), pp. 589–597.10.1111/j.1151-2916.1993.tb03646.x ↗
32. Li Y.-N. , and BazˇantZ. P., 1994, “Eigenvalue Analysis of Size Effect for Cohesive Crack Model,” International J. of Fracture, Vol. 66, pp. 213–224.10.1007/BF00042585 ↗
33. Marti P. , 1989, “Size Effect in Double-Punch Tests on Concrete Cylinders,” ACI Materials J., Vol. 86(6), pp. 597–601.10.14359/2261 ↗
34. Mandelbrot B. B. , PassojaD. E., and PaullayA., 1984, “Fractal Character of Fracture Surfaces of Metals,” Nature, Vol. 308, pp. 721–722.10.1038/308721a0 ↗
35. Mecholsky J. J. , and MackinT. J., 1988, “Fractal Analysis of Fracture in Ocala Chert,” J. Mat. Sci. Letters, Vol. 7, pp. 1145–1147.10.1007/BF00722319 ↗
36. Molosov A. B. , and BorodichF. M., 1992, “Fractal Fracture of Brittle Bodies Under Compression,” (in Russian), Doklady Akademii Nauk, Vol. 324(3), pp. 546–549.
37. Planas, J., and Elices, M., 1988a, “Size Effect in Concrete Structures: Mathematical Approximations and Experimental Validation,” Cracking and Damage, Strain Localization and Size Effect, Proc. of France-U.S. Workshop, Cachan, France, J. Mazars and Z. P. Bazˇant, eds., pp. 462–476.
38. Planas, J., and Elices, M., 1988b, “Conceptual and Experimental Problems in the Determination of the Fracture Energy of Concrete,” Proc., Int. Workshop on Fracture Toughness and Fracture Energy, Test Methods for Concrete and Rock, Tohoku Univ., Sendai, Japan, pp. 203–212.
39. Planas, J., and Elices, M., 1989, “Size Effect in Concrete Structures: Mathematical Approximations and Experimental Validation,” in Cracking and Damage, by J. Mazars and Z. P. Bazˇant, eds., Elsevier, London, pp. 462–476.
40. Planas, J., and Elices, M., 1993, “Drying Shrinkage Effect on the Modulus of Rupture,” Creep and Shrinkage in Concrete Structures, Proc., ConCreep 5, Barcelona, Z. P. Bazˇant and I. Carol, E., and F. N. Spon, eds., London, pp. 357–368.
41. Saouma, V. C., Barton, C., and Gamal-el-Din, N., 1990, “Fractal Characterization of Concrete Crack Surfaces,” Engrg. Fracture Mechanics, Vol. 35(1).10.1016/0013-7944(90)90182-G ↗
42. Saouma V. C. , and BartonC. C., 1994, “Fractals, Fracture and Size Effect in Concrete,” J. of Engrg. Mechanics ASCE, Vol. 120(4), pp. 835–854.10.1061/(ASCE)0733-9399(1994)120:4(835) ↗
43. Sedov, L. I., 1959, Similarity and Dimensional Methods in Mechanics, Academic Press, New York.
44. Walsh, P. F., 1972, “Fracture of Plain Concrete,” Indian Concr. J., Vol. 46, No. 11.
45. Walsh P. F. , 1976, “Crack Initiation in Plain Concrete, Mag. of Concr. Res., Vol. 28, pp. 37–41.10.1680/macr.1976.28.94.37 ↗
46. Wells, A. A., 1961, “Unstable Crack Propagation in Metals-Cleavage and Fast Fracture,” Symp. on Crack Propagation, Cranfield, Vol. 1, pp. 210–230.
47. Xie, Heping, 1993, Fractals in Rock Mechanics, Balkema, Rotterdam, 464 pp.