The effect of pre-strain on ductile fracture toughness of reeled pipeline steels

Tomasz Tkaczyk, Noel P. O'Dowd, Kamran Nikbin, Brett P. Howard

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The reel-lay method is a cost efficient alternative to the S-lay and J-lay methods for small to medium size steel offshore pipelines. The quality of the pipeline construction is enhanced by on-shore welding and inspection under controlled conditions. However, reeled pipelines are subject to at least two symmetrical plastic strain cycles during installation. The plastic straining associated with reeled installation modifies the axial tensile response of the pipe material. Also, it has been suggested that plastic straining may reduce the fracture toughness. In this work small scale tests, representative of conditions experienced under reeling of steel pipelines, have been carried out. The fracture resistance curves obtained for the material in the as-received and strained conditions have been compared. No significant effect of the reeling strain cycle on the fracture toughness during subsequent straining was observed.

Original languageEnglish
Title of host publicationProceedings of the ASME Pressure Vessels and Piping Conference 2009 - Materials and Fabrication
Pages1203-1212
Number of pages10
EditionPART B
DOIs
Publication statusPublished - 2010
Event2009 ASME Pressure Vessels and Piping Conference - Prague, Czech Republic
Duration: 26 Jul 200930 Jul 2009

Publication series

NameAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
NumberPART B
Volume6
ISSN (Print)0277-027X

Conference

Conference2009 ASME Pressure Vessels and Piping Conference
Country/TerritoryCzech Republic
CityPrague
Period26/07/0930/07/09

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