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    Fatigue Testing of Full Scale Girth Welded Pipes Under Variable Amplitude Loading

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 002::page 21401
    Author:
    Zhang, Y.
    ,
    Maddox, S. J.
    DOI: 10.1115/1.4026025
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the fatigue design of steel catenary risers, there are concerns regarding the fatigue damage to girth welds from low stresses, below the constant amplitude fatigue limit, in the loading spectrum and the validity of Miner's cumulative damage rule. These fundamental issues were addressed in a recent jointindustrial project (JIP). A key feature was development of the resonance fatigue testing rigs to enable them to test fullscale pipes under variable amplitude loading. Such tests were performed under a loading spectrum representative of that experienced by some risers, with many tests lasting over 100 million cycles to investigate the fatigue damage due to small stresses as well as the validity of Miner's rule. However, the resonance rigs are only capable of producing spectrum loading by gradually increasing or decreasing the applied load whereas more “spikyâ€‌ random load sequences may be relevant in practice. Therefore, the program also included fatigue tests in conventional testing machines on strip specimens cut from pipes to compare the two types of loading sequence. This paper presents the results of these tests, conclusions drawn, and recommendations for changes to current fatigue design guidance for girth welded pipes regarding the definition of the fatigue limit, allowance for the damaging effect of low stresses, and the validity of Miner's rule.
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      Fatigue Testing of Full Scale Girth Welded Pipes Under Variable Amplitude Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/156047
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorZhang, Y.
    contributor authorMaddox, S. J.
    date accessioned2017-05-09T01:11:39Z
    date available2017-05-09T01:11:39Z
    date issued2014
    identifier issn0892-7219
    identifier otheromae_136_02_021401.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156047
    description abstractIn the fatigue design of steel catenary risers, there are concerns regarding the fatigue damage to girth welds from low stresses, below the constant amplitude fatigue limit, in the loading spectrum and the validity of Miner's cumulative damage rule. These fundamental issues were addressed in a recent jointindustrial project (JIP). A key feature was development of the resonance fatigue testing rigs to enable them to test fullscale pipes under variable amplitude loading. Such tests were performed under a loading spectrum representative of that experienced by some risers, with many tests lasting over 100 million cycles to investigate the fatigue damage due to small stresses as well as the validity of Miner's rule. However, the resonance rigs are only capable of producing spectrum loading by gradually increasing or decreasing the applied load whereas more “spikyâ€‌ random load sequences may be relevant in practice. Therefore, the program also included fatigue tests in conventional testing machines on strip specimens cut from pipes to compare the two types of loading sequence. This paper presents the results of these tests, conclusions drawn, and recommendations for changes to current fatigue design guidance for girth welded pipes regarding the definition of the fatigue limit, allowance for the damaging effect of low stresses, and the validity of Miner's rule.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFatigue Testing of Full Scale Girth Welded Pipes Under Variable Amplitude Loading
    typeJournal Paper
    journal volume136
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4026025
    journal fristpage21401
    journal lastpage21401
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 002
    contenttypeFulltext
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