TECHNICAL PAPERS
Nov 1, 1999

New Biaxial Failure Criterion for Brittle Materials in Compression

Publication: Journal of Engineering Mechanics
Volume 125, Issue 11

Abstract

This paper focuses on the relationship of the stress intensity factor (SIF) between biaxial compression KII and uniaxial compression KII0. This relationship is very important for the study of biaxial failure criterion because if this relationship can be found, the biaxial failure criterion can be easily set up by use of the uniaxial failure criterion, which is very simple (KII0KIIC or σ ≤ σC). For this purpose, a new model for a brittle material plate containing an inclined crack in compression, based on the theoretical analysis and the calculated results of the boundary collocation method (BCM), is proposed. By using this model and the BCM results, the following topics are first discussed: (1) The orientation of the most unfavorable crack; and (2) the stress condition for a crack with zero SIF value. Second, the relationship between KII and KII0 is found and described in a simple formula. Finally, a new biaxial failure criterion, which is expressed in terms of the principal stresses, is developed, and several conclusions are presented.

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References

1.
Ashby, M. F., and Hallam, S. D. (1986). “The failure of brittle solids containing small cracks under compressive stress states.” Acta Metall., 34(3), 497–510.
2.
Ashby, M. F., and Sammis, C. G. (1990). “The damage mechanics of brittle solids in compression.” PAGEOPH, 133(3), 489–521.
3.
Aubertin, M., and Simon, R. ( 1996). “A multiaxial failure criterion that combines two quadric surfaces.” Rock mechanics, Aubertin, Hassani, and Mitri, eds., Balkema, Rotterdam, The Netherlands, 1729–1736.
4.
Baud, P., Reuschle, T., and Charleg, P. (1996). “An improved wing crack model for the deformation and failure of rock in compression.” Int. J. Rock Mech. Min. Sci. and Geomech., 33(5), 539–542.
5.
Bieniawski, Z. T. (1974). “Estimating the strength of rock materials.” J. S. Afr. Inst. Min. Metall., 74(8), 312–320.
6.
Brace, W. F. ( 1964). Brittle fracture of rocks, in state of stress in Earth's crust. W. R. Judd, ed., Elsevier Science, New York, 111–174.
7.
Erdogam, F., and Sih, G. C. (1963). “On the crack extension in plates under loading and transverse shear.” J. Basic Engrg., 85, 519–527.
8.
Fuenkajorn, K., and Daemen, J. J. K. (1992). “An empirical strength criterion for heterogeneous tuff.” Engrg. Geology, 32, 209–223.
9.
Gates, D. J. (1988). “A microscopic model for stress-strain relations in rock—Part II: Triaxial compressive stress.” Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 25(6), 403–410.
10.
Germanovich, L. N., Salganik, R. L., Dyskin, A. V., and Lee, K. K. (1994). “Mechanisms of brittle fracture of rock with pre-existing cracks in compression.” PHGEOPH, 143(23), 117–147.
11.
Griffith, A. A. (1921). “The phenomena of rupture and flow in solids.” Philosophical Trans. Royal Soc., London, A221, 163–198.
12.
Griffith, A. A. (1924). “Theory of rupture.” Proc., 1st Int. Congr. Appl. Mech., Delft, 55–63.
13.
Hoek, E., and Brown, E. T. (1980). “Empirical strength criterion for rock masses.”J. Geotech. Engrg. Div., ASCE, 106, 1013–1035.
14.
Hojem, J. M. P., and Cook, N. G. W. (1968). “The design and construction of a triaxial and polyaxial cell for testing rock specimen.” South African Mech. Engrg., 18, 57–61.
15.
Jaeger, J. C., and Cook, N. G. W. ( 1979). Fundamentals of rock mechanics. 3rd Ed., Chapman & Hall, London, 95–101.
16.
Johnston, I. W. (1985). “Comparison of two strength criteria for intact rock.”J. Geotech. Engrg., ASCE, 111, 1449–1454.
17.
Li, C., and Nordlund, E. (1993). “Deformation of brittle rocks under compression with particular reference to microcracks.” Mech. of Mat., 15, 223–239.
18.
Li, Z. (1990). “A new approach to rock failure: Criterion of failure in plastical strain space.” Engrg. Fracture Mech., 35(4/5), 739–742.
19.
Nemat-Nasser, S., and Horii, H. (1982). “Compression-induced nonplanar crack extension with application to splitting, exfoliation, and rockburst.” J. Geophys. Res., 87(B8), 6805–6821.
20.
Sakurai, S., Kawashima, I., and Otami, T. (1993). “A criterion for assessing the stability of tunnels.” Proc., Eurock '93, Ribeiroe Sousa and Grossmann, eds., Vol. 2, Balkema, Rotterdam, The Netherlands, 969–973.
21.
“Standard method of test for plane strain fracture toughness of materials.” (1982). E 399-81, ASTM, West Conshohocken, Pa.
22.
Steiff, P. S. (1984). “Crack extension under compressive loading.” Engrg. Fracture Mech., 20(3), 463–473.
23.
Wang, R., and Kemeny, J. M. ( 1995). “A new empirical failure criterion for rock under polyaxial compressive stresses.” Rock mechanics, Daemen and Schultz, eds., Balkema, Rotterdam, The Netherlands, 453–458.
24.
Zhu, Z. (1993a). “A new method for measurement of fracture toughness KIC by three point bend specimen.” Engrg. Fracture Mech., 45(2), 141– 147.
25.
Zhu, Z. (1993b). “The selecting method of the critical load in measuring KIC of rock materials.” J. Experimental Mech., 8(3), 233–237.
26.
Zhu, Z., Ji, S., and Xie, H. (1996). “An improved method of collocation for the problem of crack surface subjected to uniform load.” Engrg. Fracture Mech., 54(5), 731–741.
27.
Zhu, Z., and Wang, H. (1993). “The effect of notch root radius on rock fracture toughness.” J. Experimental Mech., 8(1), 92–95.
28.
Zhu, Z., Xie, H., and Ji, S. (1997). “The mixed boundary problems for a mixed mode crack in a finite plate.” Engrg. Fracture Mech., 56(5), 647–655.

Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 11November 1999
Pages: 1251 - 1258

History

Received: Jan 22, 1999
Published online: Nov 1, 1999
Published in print: Nov 1999

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Authors

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Zheming Zhu
Dept. of Min. and Metallurgical Engrg., McGill Univ., Montreal, Quebec, Canada H3A 2A7; formerly, Dept. of Mine Engrg. Mech., Beijing Grad. School, China Univ. of Min. and Technol., Beijing 100083, China.

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