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    Investigation of the Alexander L. Kielland Failure—Metallurgical and Fracture Analysis

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001::page 24
    Author:
    A. Almar-Naess
    ,
    P. J. Haagensen
    ,
    B. Lian
    ,
    T. Moan
    ,
    T. Simonsen
    DOI: 10.1115/1.3231014
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: On 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.
    keyword(s): Fracture (Process) , Failure , Bracing (Construction) , Fatigue , Joining , Semi-submersible offshore structures , Welded joints , Fatigue life , Storms , North Sea AND Design ,
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      Investigation of the Alexander L. Kielland Failure—Metallurgical and Fracture Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/98328
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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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