Three-dimensional Correction of the Stress Intensity Factor for Plate with a Notch
Source abstract
Abstract
The 3D effects of the 2D mode I stress intensity factor for the plate with a V-shaped straight through-thickness notch are investigated by the finite element method and three-dimensional thicknessdependent correction of SIF is suggested. The correction relies on the assumed relationship between the SIF and the constraint factor (out-of-plane degree of freedom). The 3D finite element mesh generator combining the 2D in-plane adaptive unstructured mesh with the structured through-thickness mesh Is developed and applied for the analysis purposes. Three-dimensionality was examined by using two independent indicators, namely, stress- or strain-based constraint factors. The three-point bend and tensile center-cracked plates are investigated. The results demonstrated that the developed 3D corrections may be treated as upper bound estimates of the SIF for three-point bend plate,while directly obtained numerical values are considered as lower bound estimates. Analysis of the tensile center-cracked plate demonstrated a different nature of the 3D SIF profile, which cannot be simply explained as a transitional state between plain strain and plain stress. Therefore, the suggested 3D correction concept is of a particular character.
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Research context
OpenAlex topics: Fatigue and fracture mechanics · Numerical methods in engineering · Structural Health Monitoring Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (39)
Show source-provided references
1. ABAQUS · 2003
2. A.K. Agrawal · Engineering fracture Mechanics · 2001 · 68 · 129710.1016/S0013-7944(01)00024-8 ↗
3. T.L. Anderson · 1995
4. ANSYS · 2003
5. Askes, H., Sluys, L.J. and de Jong, B.B.C. (2000). Remeshing techniques for r-adaptive and combined h/r-adaptive analysis with application to 2D/3D crack propagation. European Congress on Computational Methods in Applied Sciences and Engineering. ECCOMAS, Barcelona, Spain.
6. F. Berto · International Journal of Fracture · 2004 · 127 · 26510.1023/B:FRAC.0000036846.23180.4d ↗
7. P.O. Bouchard · Computational Methods in Applied Mechanics and Engineering · 2003 · 192 · 388710.1016/S0045-7825(03)00391-8 ↗
8. J. Červenka · Engineering Fracture Mechanics · 1997 · 57 · 54110.1016/S0013-7944(97)00024-6 ↗
9. G.P. Cherepanov · 1979
10. S. Courtin · Engineering Fracture Mechanics · 2005 · 72 · 217410.1016/j.engfracmech.2005.02.003 ↗
11. G. Dhondt · Engineering Fracture Mechanics · 2001 · 68 · 38310.1016/S0013-7944(00)00104-1 ↗
12. S.A. Fawaz · Engineering fracture Mechanics · 1998 · 59 · 32710.1016/S0013-7944(97)00126-4 ↗
13. Gross, D. (1999). Recent results in the dynamics of stationary and running cracks. In: Modelling of Damage and Fracture Processes in Engineering Materials (Edited by Basista, M. and Nowacki, W.K.). Warsaw, Institute of Fundamental Technological Research of Polish Academy of Sciences, 1–56.
14. G.V. Guinea · Engineering Fracture Mechanics · 2000 · 66 · 24310.1016/S0013-7944(00)00016-3 ↗
15. W. Guo · International Journal of Pressure Vessels and Piping · 2002 · 79 · 40310.1016/S0308-0161(02)00039-X ↗
16. C.G. Hwang · Engineering Fracture Mechanics · 2001 · 68 · 2510.1016/S0013-7944(01)00002-9 ↗
17. R. Kačianauskas · Mechanika · 2002 · 33 · 11
18. Y. Kim · Engineering Fracture Mechanics · 2001 · 68 · 89510.1016/S0013-7944(00)00134-X ↗
19. A. Kotousov · International Journal of Solids and Structures · 2002a · 39 · 431110.1016/S0020-7683(02)00340-2 ↗
20. A. Kotousov · International Journal of Engineering Science · 2002b · 40 · 177510.1016/S0020-7225(02)00041-1 ↗
21. S. Krishnaswamy · Journal of Applied Mechanics · 1991 · 58 · 9510.1115/1.2897185 ↗
22. P. Krysl · International Journal For Numerical Methods in Engineering · 1999 · 44 · 76710.1002/(SICI)1097-0207(19990228)44:6<767::AID-NME524>3.0.CO;2-G ↗
23. S.W. Kwon · International Journal of Fracture · 2000 · 104 · 291
24. A.Y.T. Leung · Finite Elements in Analysis and Design · 1995 · 18 · 38910.1016/0168-874X(94)00065-N ↗
25. Z. Li · International Journal of Solids and Structures · 2000 · 37 · 761710.1016/S0020-7683(99)00311-X ↗
26. D.P. Miannay · 199810.1007/978-1-4612-1740-4 ↗
27. T. Nakamura · Journal of Applied Mechanics · 1988 · 55 · 80510.1115/1.3173725 ↗
28. J.C. Newman Jr. · Engineering Fracture Mechanics · 2003 · 70 · 37110.1016/S0013-7944(02)00125-X ↗
29. G.P. Nikishkov · International Journal of Numerical Methods in Engineering · 1987 · 24 · 180110.1002/nme.1620240914 ↗
30. H. Okada · Engineering Fracture Mechanics · 2005 · 72 · 171710.1016/j.engfracmech.2004.12.005 ↗
31. D. Peng · International Journal of Fracture · 2002 · 113 · 5710.1023/A:1013771817338 ↗
32. S. Prabhu · International Journal of Fracture · 2000 · 104 · 5110.1023/A:1007653105374 ↗
33. A.J. Rosakis · International Journal Solids and Structures · 1986 · 22 · 12110.1016/0020-7683(86)90002-8 ↗
34. K.N. Shivakumar · International Journal of Fracture · 1988 · 36 · 4310.1007/BF00035103 ↗
35. Stupak, E. and Kačianauskas, R. (2003). Adaptive FE analysis for crack propagation in SENB specimen. In: Proceedings of 1st CEACM Conference on Computational Mechanics, 15th International Conference “CMM-2003 – Computer Methods in Mechanics” (Edited by Burczyński, T., Fedeliński, P. and Majchrzak, E.), Silesian Technical University, Gliwice, Poland, pp. 1–7.
36. E. Stupak · Statyba (Civil Engineering) · 2000 · 6 · 17
37. M.C. Walters · Engineering Fracture Mechanics · 2005 · 72 · 163510.1016/j.engfracmech.2005.01.002 ↗
38. B. Yang · Engineering Fracture Mechanics · 1999 · 64 · 58910.1016/S0013-7944(99)00082-X ↗
39. V. Zhou · International Journal of Solid and Structures · 2005 · 42 · 15910.1016/j.ijsolstr.2004.07.017 ↗