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    Analysis of Brief Tension Loss in TLP Tethers

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 001::page 43
    Author:
    J. N. Brekke
    ,
    T. N. Gardner
    DOI: 10.1115/1.3257122
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The avoidance of “slack” tethers is one of the factors which may establish the required tether pretension in a tension leg platform (TLP) design. Selection of an appropriate safety factor on loss of tension depends on how severe the consequences may be. It is sometimes argued that if tethers go slack, the result may be excessive platform pitch or roll motions, tether buckling, or “snap” or “snatch” loading of the tether. The results reported here show that a four-legged TLP would not be susceptible to larger angular motions until two adjacent legs lose tension simultaneously. Even then, this analysis shows that a brief period of tether tension loss (during the passage of a large wave trough) does not lead to excessive platform motion. Similarly, momentary tension loss does not cause large bending stress in the tether or significant tension amplification as the tether undergoes retensioning. This paper presents TLP platform and tether response analysis results for a representative deepwater Gulf of Mexico TLP with large-diameter, self-buoyant tethers. The time-domain, dynamic computer analysis included nonlinear effects and platform/tether coupling.
    keyword(s): Tension , Tension-leg platforms , Motion , Safety , Waves , Bending (Stress) , Design , Computers , Buckling AND Gulf of Mexico ,
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      Analysis of Brief Tension Loss in TLP Tethers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/104305
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorJ. N. Brekke
    contributor authorT. N. Gardner
    date accessioned2017-05-08T23:27:55Z
    date available2017-05-08T23:27:55Z
    date copyrightFebruary, 1988
    date issued1988
    identifier issn0892-7219
    identifier otherJMOEEX-28048#43_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104305
    description abstractThe avoidance of “slack” tethers is one of the factors which may establish the required tether pretension in a tension leg platform (TLP) design. Selection of an appropriate safety factor on loss of tension depends on how severe the consequences may be. It is sometimes argued that if tethers go slack, the result may be excessive platform pitch or roll motions, tether buckling, or “snap” or “snatch” loading of the tether. The results reported here show that a four-legged TLP would not be susceptible to larger angular motions until two adjacent legs lose tension simultaneously. Even then, this analysis shows that a brief period of tether tension loss (during the passage of a large wave trough) does not lead to excessive platform motion. Similarly, momentary tension loss does not cause large bending stress in the tether or significant tension amplification as the tether undergoes retensioning. This paper presents TLP platform and tether response analysis results for a representative deepwater Gulf of Mexico TLP with large-diameter, self-buoyant tethers. The time-domain, dynamic computer analysis included nonlinear effects and platform/tether coupling.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalysis of Brief Tension Loss in TLP Tethers
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.3257122
    journal fristpage43
    journal lastpage47
    identifier eissn1528-896X
    keywordsTension
    keywordsTension-leg platforms
    keywordsMotion
    keywordsSafety
    keywordsWaves
    keywordsBending (Stress)
    keywordsDesign
    keywordsComputers
    keywordsBuckling AND Gulf of Mexico
    treeJournal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 001
    contenttypeFulltext
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