Isaac Scientific Publishing

Modern Civil and Structural Engineering

The Interaction between an Edge and an Embedded Parallel Crack in a Structural Component

Download PDF (368.3 KB) PP. 1 - 11 Pub. Date: October 31, 2020

DOI: 10.22606/mcse.2020.41001

Author(s)

  • Qin Ma*
    Department of Mechanical Engineering, Walla Walla University, Walla Walla, Washington, USA
  • Cesar Levy
    Department of Mechanical and Materials Engineering, Florida International University, Miami, Florida, USA
  • Mordechai Perl
    Mechanical Engineering Department, Ben Gurion University of the Negev, Beer-Sheva, ISRAEL

Abstract

Parallel cracks are often detected in various structural components using non-destructive methods. In the case of non-aligned parallel cracks, on-site service needs to decide whether they should be treated as coalesced or separate multiple cracks for Fitness-for-Service. Criteria and standards for the adjustment of multiple nonaligned cracks are very different from one another in existing resources. Furthermore, those criteria and standards are often derived from on-site service experience without rigorous and systematic verification. Based on this observation, the interaction between an edge and an embedded parallel crack is investigated to correlate criteria and standards from various resources in order to recommend the usage of those standards for the purpose of Fitness-for-Service. In this study, depending on the crack ratio a1/a2, what may be deemed conservative by one standard, leading to aligned cracks for a given separation distance, H/a2 and S/a2, may be deemed non-conservative, or non-aligned, by another standard. Examples are given to show this phenomenon.

Keywords

parallel cracks; non-aligned; Fitness-for-Service; linear elastic fracture mechanics (LEFM)

References

[1] 1. American Society of Civil Engineers (ASCE) (2017), 2017 Infrastructure Report Card – Bridges, available: https://www.infrastructurereportcard.org/wp-content/uploads/2017/01/BridgesFinal.pdf

[2] 2. M.V. Biezma, and F. Schanack, “Collapse of steel bridges”, Journal of Performance of Constructed Facilities, vol. 21, no. 5, 2006, pp. 398-405.

[3] 3. J.M. Barsom, and S.T. Rolfe, Fracture and Fatigue Control in Structures: Applications of Fracture Mechanics, Third Edition, AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM manual series: MNL 41, 1999, pp. 6-8.

[4] 4. NTSB (1968). Collapse of U.S. 35 Highway Bridge, Point Pleasant, West Virginia, Report No. NTSB- HAR-71-1, Oct. 4, 1968.

[5] 5. Engineering News Record. "State Cites Defective Steel in Bryte Bend Failure," vol. 185, no. 8, Aug. 20, 1970.

[6] 6. Engineering News Record. "Joint Redesign on Cracked Box Girder Cuts into Record Tied Arch’s Beauty," vol. 188, no. 13, March 30, 1972.

[7] 7. J.W. Fisher, Fatigue and Fracture in Steel Bridges--Case Studies. John Wylie, 1984.

[8] 8. Y. Okamura, A. Sakashita, T. Fukuda, H. Yamashita, and T. Futami, “Latest SCC Issues of Core Shroud and recirculation Piping in Japanese BWRs”, Trans. Of 17th Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT 17), Prague, Paper WG01-1, 2003.

[9] 9. M. Kamaya, and T. Haruna, “Crack Initiation Model for Type 304 Stainless Steel in High Temperature Water,” Corrosion Science, vol. 48, pp. 2442-56, 2006.

[10] 10. ASME, Boiler and Pressure Vessel Code Section XI, 2007 Edition, American Society of Mechanical Engineers, 2007.

[11] 11. British Standards Institution, Guide to Methods for Assessing the Acceptability of Flaws in Metallic Structures, BS 7910:2005, British Standards Institution, 2005.

[12] 12. N. Taylor, M. Kocak, S. Webster, J.J. Janosch, R.A. Ainsworth, and R. Koers, FITNET, European Fitness-for-Service Network GTC1- 2001-43049, FITNET Consortium, 2001.

[13] 13. American Petroleum Institute, Fitness-for-Service, API 579-1/ASME FFS-1, American Society of Mechanical Engineers, 2007.

[14] 14. JSME, Rules on Fitness-for-Service for Nuclear Power Plant, JSME S NA1-2008 (in Japanese), The Japan Society of Mechanical Engineers, 2008.

[15] 15. M. Kamaya, “Growth evaluation of multiple interacting surface cracks. Part I: Experiments and simulation of coalesced crack”, Engineering Fracture Mechanics, vol. 75, pp. 1350–1366, 2008.

[16] 16. K. Hasegawa, K. Saito, and K. Miyazaki, “Alignment Rule for Non-Aligned Flaws for Fitness-for Service Evaluations Based on LEFM”, ASME Journal of Pressure Vessel Technology, vol. 131, article 041403-1, 2009.

[17] 17. K. Hasegawa, K. Saito, and K. Miyazaki, “Behavior of plastic collapse moments for pipes with two non-aligned flaws,” in Pressure Vessels and Piping Conference, vol. 49200, pp. 355-361. 2010.

[18] 18. K. Hasegawa, K. Saito, and K. Miyazaki, “Plastic collapse loads for flat plates with dissimilar Non-aligned through-wall cracks,” In Pressure Vessels and Piping Conference, vol. 44519, pp. 475-479. 2011.

[19] 19. K. Miyazaki, K. Hasegawa, and K. Saito, “Effect of flaw dimensions on ductile fracture behavior of non-aligned multiple flaws in a plate,” In Pressure Vessels and Piping Conference, vol. 44519, pp. 459-465. 2011.

[20] 20. K. Suga, K. Miyazaki, S. Kawasaki, and Y. Arai, “Study on the interaction of multiple flaws in ductile fracture process,” In Pressure Vessels and Piping Conference, vol. 44519, pp. 447-452. 2011.

[21] 21. K. Suga, K. Miyazaki, R. Senda, and M. Kikuchi, “Ductile fracture simulation of multiple surface flaws,” In Pressure Vessels and Piping Conference, vol. 44519, pp. 433-439. 2011.

[22] 22. ANSYS, Mechanical ANSYS Parametric Design Language, 2012.

[23] 23. H. Tada, P.C. Paris, and G.R. and Irwin, The Stress Analysis of Cracks Handbook, 3rd ed., American Society of Mechanical Engineers, 2000.

[24] 24. Q. Ma, C. Levy, and M. Perl, “An LEFM Based Study on the Interaction Between an Edge and an Embedded Parallel Crack”, In Pressure Vessels and Piping Conference, vol. 55676, p. V003T03A046. American Society of Mechanical Engineers, 2013.