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contributor authorA. Almar-Naess
contributor authorP. J. Haagensen
contributor authorB. Lian
contributor authorT. Moan
contributor authorT. Simonsen
date accessioned2017-05-08T23:17:37Z
date available2017-05-08T23:17:37Z
date copyrightMarch, 1984
date issued1984
identifier issn0195-0738
identifier otherJERTD2-26396#24_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98328
description abstractOn March 27, 1980, the semi-submersible platform Alexander L. Kielland broke down in a storm in the North sea, resulting in a loss of 123 lives. The investigation subsequently performed by the inquiry commission showed that one of the lower tubular bracings had failed by fatigue. As a result, the vertical leg attached to it was torn off, and the platform capsized. The fatigue fracture had started from a double fillet weld joining a 0.325-m tubular attachment to the bracing. The fillet welds were partially cracked in the early history of the platform due to lammelar tearing. Cumulative damage calculations indicated that the design fatigue life of the bracing was inadequate.
publisherThe American Society of Mechanical Engineers (ASME)
titleInvestigation of the Alexander L. Kielland Failure—Metallurgical and Fracture Analysis
typeJournal Paper
journal volume106
journal issue1
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3231014
journal fristpage24
journal lastpage31
identifier eissn1528-8994
keywordsFracture (Process)
keywordsFailure
keywordsBracing (Construction)
keywordsFatigue
keywordsJoining
keywordsSemi-submersible offshore structures
keywordsWelded joints
keywordsFatigue life
keywordsStorms
keywordsNorth Sea AND Design
treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001
contenttypeFulltext


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