Stress Intensity Factors for Plates with Collinear and Non-Aligned Straight Cracks
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33090
Stress Intensity Factors for Plates with Collinear and Non-Aligned Straight Cracks

Authors: Surendran M, Palani G. S, Nagesh R. Iyer

Abstract:

Multi-site damage (MSD) has been a challenge to aircraft, civil and power plant structures. In real life components are subjected to cracking at many vulnerable locations such as the bolt holes. However, we do not consider for the presence of multiple cracks. Unlike components with a single crack, these components are difficult to predict. When two cracks approach one another, their stress fields influence each other and produce enhancing or shielding effect depending on the position of the cracks. In the present study, numerical studies on fracture analysis have been conducted by using the developed code based on the modified virtual crack closure integral (MVCCI) technique and finite element analysis (FEA) software ABAQUS for computing SIF of plates with multiple cracks. Various parametric studies have been carried out and the results have been compared with literature where ever available and also with the solution, obtained by using ABAQUS. By conducting extensive numerical studies expressions for SIF have been obtained for collinear cracks and non-aligned cracks.

Keywords: Crack interaction, Fracture mechanics, Multiple site damage, stress intensity factor, collinear cracks, non-aligned cracks.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1329110

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2930

References:


[1] Parks DM, "A stiffness derivative finite element technique for determination of crack tip stress intensity factors", International Journal of Fracture (1974) 10: pp. 487 - 502.
[2] de Lorenzi HG. "Energy release rate calculations by the finite element method", Engineering Fracture Mechanics (1985);21: 129 - 43.
[3] Moran B, Shih CF. "A general treatment of crack tip contour integrals", International Journal of Fracture (1987);35:295 - 310.
[4] Henshell R. D , Shaw K. G , " Crack tip finite elements are unnecessary", International Journal for Numerical Methods in Engineering, 9 (1975), pp. 495-507
[5] Barsoum RS, "Application of quadratic isoparametric finite elements in linear fracture mechanics". International Journal of Fracture 1974;10: 603-5.
[6] Freese C E and Tracey D M, "The natural triangle versus collapsed quadrilateral for elastic crack analysis", Int J Fracture, 1976, 12, 767-77
[7] Kanninen MF, Popelar CH. Advanced fracture mechanics. New York: Oxford University Press, 1985.
[8] Chan SK, Tuba IS, Wilson WK, "On the Finite element method in linear fracture mechanics", Engineering Fracture Mechanics, 1970;2:1-17.
[9] Gustavo V. Guinea, Jaime Planas, Manuel Elices, "KI evaluation by the displacement extrapolation technique", Engineering Fracture Mechanics 66 (2000) 243-255
[10] Discussion by K. Jerram on, Stress intensity factors for a part - circular surface flow, by F. W. Smith and M. J. Alavi, Discussion 11-62, 1st Conf. on Pressure Vessel Technology, Delft, Netherlands, 29 Sept - 2 Oct. 1969, PVPD of ASME Discussion 11-62, p. 160.
[11] Rybicki EF and Kanninen MF, A finite element calculation of stress intensity factors by a modified crack closure integral, Eng. Fract. Mech. 9, 931-938, 1977.
[12] Erdogan F, "On the stress distribution in plates with collinear cuts under arbitrary loads". Proc. 4th VS. Nat. Congr. Appl. Mech., pp. 547-553 (1962)