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    Selection and Evaluation of High-Strength Steel for Hutton TLP Tension Leg Elements

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001::page 32
    Author:
    M. M. Salama
    ,
    J. H. Tetlow
    DOI: 10.1115/1.3231020
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The development of the tension leg platform (TLP) for the Hutton Field in the North Sea represents the first application of this deepwater concept. The use of vertical tension legs as the mooring system is the most novel part of the TLP design. One of the unique features of the tension legs is the use of 92.5-mm (3.64-in.) thick tubulars forged from 3 1/2 percent Ni-Cr-Mo-V high-strength steel (795 MPa (115.3 ksi) minimum yield strength) as mooring elements. Because of the importance of these elements to the survival of the TLP, the chemical composition and the steelmaking procedure were critically examined and optimized. In addition, extensive evaluation of the corrosion fatigue behavior of the steel was undertaken. This paper discusses the basis for the steel selection and specification, the results of the rigorous corrosion fatigue test program, and the assessment of the variation of properties along the length and through the thickness of full-size components. These results illustrate the suitability of the proposed high-strength steel for the mooring system application and establish confidence in both steelmaking and quality control procedures.
    keyword(s): High strength steel , Tension , Tension-leg platforms , Mooring , Steel , Iron and steel making , Corrosion , Design , Fatigue testing , Quality control , Fatigue , North Sea , Thickness AND Yield strength ,
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      Selection and Evaluation of High-Strength Steel for Hutton TLP Tension Leg Elements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/98329
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    contributor authorM. M. Salama
    contributor authorJ. H. Tetlow
    date accessioned2017-05-08T23:17:37Z
    date available2017-05-08T23:17:37Z
    date copyrightMarch, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26396#32_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98329
    description abstractThe development of the tension leg platform (TLP) for the Hutton Field in the North Sea represents the first application of this deepwater concept. The use of vertical tension legs as the mooring system is the most novel part of the TLP design. One of the unique features of the tension legs is the use of 92.5-mm (3.64-in.) thick tubulars forged from 3 1/2 percent Ni-Cr-Mo-V high-strength steel (795 MPa (115.3 ksi) minimum yield strength) as mooring elements. Because of the importance of these elements to the survival of the TLP, the chemical composition and the steelmaking procedure were critically examined and optimized. In addition, extensive evaluation of the corrosion fatigue behavior of the steel was undertaken. This paper discusses the basis for the steel selection and specification, the results of the rigorous corrosion fatigue test program, and the assessment of the variation of properties along the length and through the thickness of full-size components. These results illustrate the suitability of the proposed high-strength steel for the mooring system application and establish confidence in both steelmaking and quality control procedures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSelection and Evaluation of High-Strength Steel for Hutton TLP Tension Leg Elements
    typeJournal Paper
    journal volume106
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231020
    journal fristpage32
    journal lastpage37
    identifier eissn1528-8994
    keywordsHigh strength steel
    keywordsTension
    keywordsTension-leg platforms
    keywordsMooring
    keywordsSteel
    keywordsIron and steel making
    keywordsCorrosion
    keywordsDesign
    keywordsFatigue testing
    keywordsQuality control
    keywordsFatigue
    keywordsNorth Sea
    keywordsThickness AND Yield strength
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001
    contenttypeFulltext
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