Issue 48
F. V. Antunes et alii, Frattura ed Integrità Strutturale, 48 (2019) 676-692; DOI: 10.3221/IGF-ESIS.48.64 686 The P-criterion 20 considers the accumulated elastic strain energy (P) within a circular core with radius r 0 around the crack tip as the driving parameter. P-factor is given by: 2 2 P λ K λ K 1 I 3 II (11) being 1 =0.0000191419 and 3 =0.0000300746, as indicated by Pavlou et al. 20 . The crack is assumed to propagate along direction of minimum P-factor. Another two criteria were used here: the maximum value of K I (K I -criterion) and the minimum value of energy release rate (G-criterion), being G obtained from effective stress intensity factor defined in Eqn. 8. Fig. 10a presents the results obtained for =60º considering different criteria and crack propagation increments of 0.5 mm. Loading direction is also presented. It can be seen that all criteria, except J-criterion, predict crack slopes lower than experimentally observed. Best predictions were obtained with P-criterion and G criterion, which gave similar results. Finally, Fig. 10b presents the variation of crack tip slope ( ) with crack propagation. It can be seen that reduces with crack propagation. The rate of variation of with crack growth predicted numerically is similar to that measured experimentally. C ONCLUSIONS he main conclusions of the present work are: - K I , K II stress intensity factor solutions were obtained numerically for CTS (Compact Tension Shear) specimen. These solutions are valid for a wide range of x, y, (load direction) and (crack tip angle): 0, 60º ; x/W 0.4, 0.75 mm ; y/W 0, 0.167 . - The average accuracy of K V is expected to be 1.01 %; - The solution developed was applied to crack profiles obtained experimentally in 6082-T6 aluminium alloy. As expected, significant differences were found between present solution and Richard’s solution when is different from zero. The differences reduce significantly when the whole crack length is used in Richard’s solution; - Experimental work was developed to study fatigue crack growth in CTS specimens. The cracks always adopted a direction approximately normal to loading direction, i.e., tend to propagate under mode I loading; - The solution developed here was used to predict crack growth direction considering different criteria. Best predictions were obtained with P-criterion and G-criterion. By request the authors will send by e-mail the solution developed here, implemented in an Excel file. A KNOWLEDGEMENTS his research is sponsored by FEDER funds through the program COMPETE (under project T449508144- 00019113) and by national funds through FCT – Portuguese Foundation for Science and Technology, under the project PTDC/EMS-PRO/1356/2014. R EFERENCES [1] Richard, H.A. (1981). A new compact shear specimen, International Journal of Fracture, 17, pp. R105-R107. [2] Biner, S.B. (2001). Fatigue Crack Growth Studies Under Mixed-mode Loading, International Journal of Fatigue, 23, pp. S259-S263. [3] Borrego, L.P., Antunes, F.V., Ferreira, J.M. and Costa, J.D. (2004). Mixed-mode fatigue crack growth and closure in aluminium alloys, Proc. 7th ICBMFF- Seventh International Conference on Biaxial/Multiaxial Fatigue Fracture, Berlin, Germany, pp.1483-488. [4] Rikards, R. et al. (1998). Investigation of mixed Mode I/II Interlaminar Fracture Toughness of Laminated Composites by Using a CTS Type Specimen, Engineering Fracture Mechanics, 61, pp. 325-342. [5] Madhusudhana, K.S. and Narasimhan, R. (2002). Experimental and numerical investigations of mixed mode crack growth resistance of a ductile adhesive joint, Engineering Fracture Mechanics, 69, pp. 865-883. T T
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