Large-diameter gas pipelines typically have a design requirement to ensure that the toughness is sufficient to avoid brittle or ductile fractures from occurring. New pipeline design requirements with richer gases, higher-grade steels, higher operating pressures, and in some cases lower operating temperatures require considerable extrapolation of the current ductile fracture design equations. To obtain a better understanding of ductile fracture arrest toughness, TCPL has funded efforts to assess the steady-state fracture toughness from specimens that can be used in mill applications. This paper reviews past efforts to assess the regions of steady-state ductile crack growth in test specimens, as well as current test results from numerous highly instrumented impact specimens. The new test results were for X52, X70, and X80 linepipe steels, whereas the past efforts were from linepipe steels, aerospace materials, as well as ferritic and austenitic nuclear piping steels. All of these results show that there is a limited region over which the steady-state fracture resistance can be determined. The fracture energy associated with steady-state fracture is the total energy minus; (1) the energy associated with initiation of the crack (including indentation energy and global yielding of the specimen), (2) the transient crack growth from initiation to reaching steady-state fracture, and (3) a non-steady-state fracture region at the end of the test record. Instrumented load versus load-line displacement data were linked to high-speed digital video data of the crack growth, crack-tip-opening angle (within 2 mm of the crack tip), and crack-mouth-opening displacement. These data allowed for comparison of J-R curves and crack-tip-opening angle values during crack growth to help determine the regions of steady-state crack growth. The results from these efforts are an important consideration in the development of a single test specimen method that can be used for determining the ductile fracture resistance of high-strength and high-toughness linepipe steels.
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2002 4th International Pipeline Conference
September 29–October 3, 2002
Calgary, Alberta, Canada
Conference Sponsors:
- Pipeline Division
ISBN:
0-7918-3620-7
PROCEEDINGS PAPER
Determination of the Region of Steady-State Crack Growth From Impact Tests
Gery M. Wilkowski,
Gery M. Wilkowski
Engineering Mechanics Corporation of Columbus, Columbus, OH
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David L. Rudland,
David L. Rudland
Engineering Mechanics Corporation of Columbus, Columbus, OH
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Yong-Yi Wang,
Yong-Yi Wang
Engineering Mechanics Corporation of Columbus, Columbus, OH
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David Horsley,
David Horsley
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
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Alan Glover,
Alan Glover
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
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Brian Rothwell
Brian Rothwell
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
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Gery M. Wilkowski
Engineering Mechanics Corporation of Columbus, Columbus, OH
David L. Rudland
Engineering Mechanics Corporation of Columbus, Columbus, OH
Yong-Yi Wang
Engineering Mechanics Corporation of Columbus, Columbus, OH
David Horsley
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
Alan Glover
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
Brian Rothwell
TransCanada PipeLines Company, Ltd., Calgary, AB, Canada
Paper No:
IPC2002-27132, pp. 1643-1649; 7 pages
Published Online:
February 24, 2009
Citation
Wilkowski, GM, Rudland, DL, Wang, Y, Horsley, D, Glover, A, & Rothwell, B. "Determination of the Region of Steady-State Crack Growth From Impact Tests." Proceedings of the 2002 4th International Pipeline Conference. 4th International Pipeline Conference, Parts A and B. Calgary, Alberta, Canada. September 29–October 3, 2002. pp. 1643-1649. ASME. https://doi.org/10.1115/IPC2002-27132
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