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Pipeline Integrity Management Under Geohazard Conditions (PIMG)
By
Alexander McKenzie-Johnson ,
Alexander McKenzie-Johnson
Geosyntec
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ISBN:
9780791861998
No. of Pages:
412
Publisher:
ASME Press
Publication date:
2020
eBook Chapter
Chapter 28 TENSILE STRAIN CAPACITY AFTER LOCAL BUCKLING OF HIGH STRAIN PIPELINE IN FULL-SCALE BENDING TESTS
By
Takahiro Sakimoto
,
Takahiro Sakimoto
JFE Steel Corporation, Chiba, Chiba, Japan
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Hisakazu Tajika
,
Hisakazu Tajika
JFE Steel Corporation, Chiba, Chiba, Japan
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Tsunehisa Handa
,
Tsunehisa Handa
JFE Steel Corporation, Chiba, Chiba, Japan
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Satoshi Igi
,
Satoshi Igi
JFE Steel Corporation, Okayama, Kurashiki, Japan
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Joe Kondo
Joe Kondo
JFE Steel Corporation, Chiyoda, Tokyo, Japan
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Page Count:
8
-
Published:2020
Citation
Sakimoto, T, Tajika, H, Handa, T, Igi, S, & Kondo, J. "TENSILE STRAIN CAPACITY AFTER LOCAL BUCKLING OF HIGH STRAIN PIPELINE IN FULL-SCALE BENDING TESTS." Pipeline Integrity Management Under Geohazard Conditions (PIMG). Ed. Salama, MM, Wang, Y, West, D, McKenzie-Johnson, A, B A-Rahman, A, Wu, G, Tronskar, JP, Hart, J, & Leira, BJ. ASME Press, 2020.
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ABSTRACT
Demand for higher grade linepipe that can help reduce the total cost of long-distance gas pipelines has increased recently. As a result, pipelines using high-strength linepipes such as Grades X70 and X80 have been planned in hostile environments such as landslide-prone mountain areas, reclaimed land where liquefaction is an issue and polar regions where frost heave occurs. Buried pipelines in these regions are expected to be subjected to large deformation due to the large ground movement caused by these geohazards. It is not possible to apply conventional stress-based design in cases where the longitudinal stress of pipe material greatly...
INTRODUCTION
EXPERIMENTAL PROCEDURE
EXPERIMENTAL RESULTS
DISCUSSION
CONCLUSIONS
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