journal article·2002-11

Coefficients of the crack tip asymptotic field for a standard compact tension specimen

Q.Z. Xiao, B.L. Karihaloo

International Journal of Fracture· Volume 118· Issue 1
Publisher page

Abstract

The coefficients of the crack tip asymptotic field of a standard compact tension (CT) specimen are computed using a hybrid crack element (HCE). It allows the direct calculation (without post-processing) of not only the stress intensity factor (SIF) but also the coefficients of higher order terms of the crack tip asymptotic field. Approximate closed-form expressions for the first five terms for the CT specimen that are accurate for shallow to very deep cracks are obtained by fitting the computed data. The SIF formula proposed by Brown and Srawley (1966) is shown to be accurate when the crack length to depth ratio (α) ranges from 0.35 to 0.75. The formula proposed by Newman (1974) and Srawley (1976) is accurate for α≥0.15. However, the accuracy of available formulas for the second T-term in the literature is quite disappointing. Numerical results also show that, unlike the notched three-point bend beam and the wedge splitting specimen, the second T-term of the CT specimen is always positive.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Fatigue and fracture mechanics · Numerical methods in engineering · Ultrasonics and Acoustic Wave Propagation

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

References (25)

Show source-provided references
1. Brown, W.F. and Srawley, J.E. (1966). Plane strain crack toughness testing of high strength metallic materials. ASTM STP 410, Philadelphia.10.1520/STP44663S ↗
2. Chan, S.K., Tuba, I.S. and Wilson, W.K. (1970). On the finite element method in linear fracture mechanics. Engng. Fract. Mech. 2, 1–17.10.1016/0013-7944(70)90026-3 ↗
3. Cotterell, B. (1970). On fracture path stability in the compact tension test. Int. J. Fract. Mech. 6, 189–192.10.1007/BF00189826 ↗
4. Du, Z.Z. and Hancock, J.W. (1991). The effect of non-singular stresses on crack tip constraint. J. Mech. Phys. Solids 39, 555–567.10.1016/0022-5096(91)90041-L ↗
5. Fett, T. (2002). T-stress Solutions and Stress Intensity Factors for 1-D Cracks. VDI Verlag, Düsseldorf.
6. Karihaloo, B.L. (1999). Size effect in shallow and deep notched quasi-brittle structures. Int. J. Fract. 95, 379–390.10.1023/A:1018633208621 ↗
7. Karihaloo, B.L., Abdalla, H.M. and Xiao, Q.Z. (2002). Size effect in concrete beams. Engng. Fract. Mech. (in press).
8. Karihaloo, B.L. and Xiao, Q.Z. (2001a). Accurate determination of the coefficients of elastic crack tip asymptotic field by a hybrid crack element with p-adaptivity. Engng. Fract. Mech. 68, 1609–1630.10.1016/S0013-7944(01)00063-7 ↗
9. Karihaloo, B.L. and Xiao, Q.Z. (2001b). Higher order terms of the crack tip asymptotic field for a notched threepoint bend beam. Int. J. Fract. 112, 111–128.10.1023/A:1013392324585 ↗
10. Karihaloo, B.L. and Xiao, Q.Z. (2001c). Higher order terms of the crack tip asymptotic field for a wedge-splitting specimen. Int. J. Fract. 112, 129–137.10.1023/A:1013366025494 ↗
11. Karstensen, A.D., Nekkal, A. and Hancock, J.W. (1997). The constraint of elastic-plastic crack tip fields. Advances in Fracture Research, Proceeding of ICF9 (Edited by B.L. Karihaloo, et al.), Pergamon, Oxford, 2007–2014.
12. Kfouri, A.P. (1986). Some evaluations of the elastic T-term using Eshelby's method. Int. J. Fract. 30, 301–315.10.1007/BF00019710 ↗
13. Leevers, P.S. and Radon, J.C. (1982). Inherent stress biaxiality in various fracture specimen geometries. Int. J. Fract. 19, 311–325.10.1007/BF00012486 ↗
14. Newman, J.C. (1974). Stress analysis of compact specimens including the effects of pin loading. ASTM STP 560, 105.
15. Nikishkov, G.P. (1998). A fracture concept based on the three-term elastic-plastic asymptotic expansion of the near-crack tip stress field. Fracture: a topical encyclopedia of current knowledge, (Edited by G.P. Cherepanov), Malabar, Krieger Pub Co, Florida, 557–574.
16. O'Dowd, N.P. and Shih, C.F. (1991). Family of crack-tip fields characterized by a triaxiality parameter: Part I – structure of fields. J. Mech. Phys. Solids 39, 939–963.10.1016/0022-5096(91)90049-T ↗
17. Owen, D.R.J. and Fawkes, A.J. (1983). Engineering Fracture Mechanics: Numerical Methods and Applications. Pineridge Press Ltd., Swansea, UK.
18. Pian, T.H.H. and Sumihara, K. (1984). Rational approach for assumed stress finite elements. Int. J. Numer. Meth. Engng. 20, 1685–1695.10.1002/nme.1620200911 ↗
19. Pian, T.H.H. and Wu, C.C. (1988). A rational approach for choosing stress term of hybrid finite element formulations. Int. J. Numer. Meth. Engng. 26, 2331–2343.10.1002/nme.1620261014 ↗
20. Sherry, A.H., France, C.C. and Goldthorpe, M.R. (1995). Compendium of T-stress solutions for two and three dimensional cracked geometries. Fatig. Fract. Engng. Mater. Struct. 18, 141–155.10.1111/j.1460-2695.1995.tb00148.x ↗
21. Srawley, J.E. (1976). Wide range stress intensity factor expressions for ASTM E399 standard fracture toughness specimens. Int. J. Fract. 12, 475–476.10.1007/BF00032844 ↗
22. Tada, H., Paris, P.C. and Irwin, G.R. (1985). The Stress Analysis of Cracks Handbook. 2nd ed., Paris Productions, St. Louis, Missouri.
23. Tong, P., Pian, T.H.H. and Lasry, S.J. (1973). A hybrid element approach to crack problems in plane elasticity. Int. J. Numer. Meth. Engng. 7, 297–308.10.1002/nme.1620070307 ↗
24. Williams, M.L. (1957). On the stress distribution at the base of a stationary crack. J. Appl. Mech. 24, 109–114.10.1115/1.4011454 ↗
25. Xiao, Q.Z., Karihaloo, B.L. and Williams, F.W. (1999). Application of penalty-equilibrium hybrid stress element method to crack problems. Engng. Fract. Mech. 63, 1–22.10.1016/S0013-7944(99)00015-6 ↗