Fatigue Crack Growth on Double Butt Weld with Toe Crack of Pipelines Steel

Abstract

The welded structures have a broad applicability (car industry, aeronautical, marine, pipelines, etc.). The welding being an assembled process, presents both advantages and disadvantages. A simple existing defect after welding can generate a catastrophic fracture. This work studies the fatigue crack growth of double butt weld with toe crack. Two types of pipeline material are studied with knowing API 5L grades X60 and X70 where tension form of loading is applied. In order to predict the fatigue behavior of the welded structure, a constant amplitude loading is applied where the influence of the stress ratio over the fatigue life is presented.

Share and Cite:

F. Hadjoui, M. Benachour and M. Benguediab, "Fatigue Crack Growth on Double Butt Weld with Toe Crack of Pipelines Steel," Materials Sciences and Applications, Vol. 3 No. 9, 2012, pp. 596-599. doi: 10.4236/msa.2012.39085.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] S. J. Maddox, “Fatigue Strength of Welded Structures,” Cambridge University Press, Abington, 1991.
[2] K. H. Frank, Journal of Structural Division, Vol. 105, 1979, pp. 1727-1739.
[3] NIRM, “Fatigue Data Sheet, No. 18: Data Sheets on Fatigue Properties for Load-Carrying Cruciform Welded Joints of SM50B Rolled Steel for Welded Structure,” National Research Institute for Metals, 1980.
[4] S. Kainuma and T. Mori, “A Study on Fatigue Crack Initiation Point of Load-Carrying Fillet Welded Cruciform Joints,” International Journal of Fatigue, Vol. 30, No. 9, 2008, pp. 1669-1677. doi:10.1016/j.ijfatigue.2007.11.003
[5] K. Kannan and J. P. Hirth, “Mixed Mode Fracture Toughness and Low Cycle Fatigue Behavior in an HSLA-80 Steel,” Scripta Materialia, Vol. 39, No. 6, 1998, pp. 743- 748. doi:10.1016/S1359-6462(98)00185-7
[6] K. S. Chan, “Scaling Laws for Fatigue Crack,” Metallurgical and Materials Transactions A, Vol. 24, No. 11, 1993, pp. 2473-2486.
[7] T. N. Nguyen and M. A. Wahab, “A Theoretical Study of the Effect of Weld Geometry Parameters on Fatigue Crack Propagation Life,” Engineering Fracture Mechanics, Vol. 51, No. 1, 1995, pp. 1-18.
[8] T. N. Nguyen and M. A. Wahab, “The Effect of Weld Geometry and Residual Stresses on the Fatigue of Welded Joints under Combined Loading,” Journal of Materials Processing Technology, Vol. 77, No. 1-3, 1998, pp. 201- 208.
[9] J. A. M. Ferreira and C. M. Branco, “Influence of Weld and Plate Geometry on the Fatigue Strength of Cruciform Joints,” Theoretical and Applied Fracture Mechanics, Vol. 9, No. 1, 1988, pp. 23-32. doi:10.1016/0167-8442(88)90044-4
[10] S. J. Maddox, Met. Construct., Vol. 2, No. 8, 1970, pp. 327-335.
[11] J. A. M. Ferreira and C. M. Branco, “Influence of the Radius of Curvature at the Weld Toe in the Fatigue Strength of Fillet Welded Joints,” International Journal of Fatigue, Vol. 11, No. 1, 1989, pp. 29-36. doi:10.1016/0142-1123(89)90044-3
[12] T. Nyk?nen, X. Li, T. Bj?rk and G. Marquis, “A Parametric Fracture Mechanics Study of Welded Joints with Toe Cracks and Lack of Penetration,” Engineering Fracture Mechanics, Vol. 72, No. 10, 2005, pp. 1580-1609.doi:10.1016/j.engfracmech.2004.11.004
[13] Y. Zhong, Y. Shan, F. Xia and K. Yang, “Effect of Toughness on Low Cycle Fatigue Behavior of Pipeline Steels,” Materials Letters, Vol. 59, No. 14-15, 2005, pp. 1780-1784.
[14] G. Duffet, “Mechanisms and Criteria of Steel Delamination Ferrito-Perletic Micro-Alloyed Low-Carbon Produced by Controlled Rolling,” Doctorate Thesis, University of Franche-Conté, Paris, 1991.
[15] C. Mokhdani, “Initiation and Propagation of the Fatigue Cracks in a Steel for Tubes of Transport of Gas,” Doc- torate Thesis, Ecole des Mines de Paris, Paris, 1995.
[16] L. I. Mingxing, W. Rong, L. I. Pengliang and L. Minxu, Journal of Chinese Society for Corrosion and Protection, Vol. 24, 2004, pp. 163-167.
[17] M. Benachour, M. Benguediab, A. Hadjoui, F. Hadjoui and N. Benachour, “Fatigue Crack Growth of a Double Fillet Weld,” Computational Materials Science, Vol. 44, 2008, No. 2, pp. 489-495. doi:10.1016/j.commatsci.2008.04.015
[18] P. Paris and F. Erdogan, “A Critical Analysis of Crack Propagation Laws,” Journal of Basic Engineering, Vol. 85, No. 4, 1963, pp. 528-534. doi:10.1115/1.3656900
[19] A. Hobbacher, “Fatigue Design of Welded Joints and Components,” Abington Press, Abington, 1996.
[20] Y. P. Srivastava and S. B. L. Garg, “Influence of R on Effective Stress Range Ratio and Crack Growth,” Engineering Fracture Mechanics, Vol. 22, No. 6, 1985, pp. 915-926.

Copyright © 2024 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.