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    Fatigue Assessments of a Jacket-Type Offshore Structure Based on Static and Dynamic Analyses

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001::page 04020054
    Author:
    Paulo Mendes
    ,
    José A. F. O. Correia
    ,
    António Mourão
    ,
    Rafael Pereira
    ,
    Nicholas Fantuzzi
    ,
    Abílio De Jesus
    ,
    Rui Calçada
    DOI: 10.1061/(ASCE)SC.1943-5576.0000533
    Publisher: ASCE
    Abstract: Offshore structures are mainly associated with the oil and gas industry given that globally, nearly one-third of the oil and gas extracted worldwide comes from offshore sources. This situation is likely to continue to rise over the coming decades because of abundant deposits of oil and gas still present in the oceans and society’s dependency on hydrocarbon fuels. Regardless, offshore wind shows promise and continues to rise at an exponential rate because it provides means for decarbonization while contributing to economic growth in many countries. As such, wind continuos to be a leading solution against climate change globally. To ensure that a structure will fulfill its function, fatigue design is crucial to ensure an adequate service life because it is responsible for more than 80% of structural failures, most of them catastrophic and without warning. This work aims to evaluate environmental loads and fatigue analysis in a jacket-type platform located in the North Sea. Wave data scatter has been provided, and using Morison’s formula, the loads on the structure were used to achieve an applicable normal loading force. Then, a static and a dynamic fatigue analysis for the offshore jacket-type structure under consideration are evaluated and compared.
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      Fatigue Assessments of a Jacket-Type Offshore Structure Based on Static and Dynamic Analyses

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    • Journal of Structural Design and Construction Practice

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    contributor authorPaulo Mendes
    contributor authorJosé A. F. O. Correia
    contributor authorAntónio Mourão
    contributor authorRafael Pereira
    contributor authorNicholas Fantuzzi
    contributor authorAbílio De Jesus
    contributor authorRui Calçada
    date accessioned2022-01-30T22:44:31Z
    date available2022-01-30T22:44:31Z
    date issued1/1/2021
    identifier other(ASCE)SC.1943-5576.0000533.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269511
    description abstractOffshore structures are mainly associated with the oil and gas industry given that globally, nearly one-third of the oil and gas extracted worldwide comes from offshore sources. This situation is likely to continue to rise over the coming decades because of abundant deposits of oil and gas still present in the oceans and society’s dependency on hydrocarbon fuels. Regardless, offshore wind shows promise and continues to rise at an exponential rate because it provides means for decarbonization while contributing to economic growth in many countries. As such, wind continuos to be a leading solution against climate change globally. To ensure that a structure will fulfill its function, fatigue design is crucial to ensure an adequate service life because it is responsible for more than 80% of structural failures, most of them catastrophic and without warning. This work aims to evaluate environmental loads and fatigue analysis in a jacket-type platform located in the North Sea. Wave data scatter has been provided, and using Morison’s formula, the loads on the structure were used to achieve an applicable normal loading force. Then, a static and a dynamic fatigue analysis for the offshore jacket-type structure under consideration are evaluated and compared.
    publisherASCE
    titleFatigue Assessments of a Jacket-Type Offshore Structure Based on Static and Dynamic Analyses
    typeJournal Paper
    journal volume26
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000533
    journal fristpage04020054
    journal lastpage04020054-13
    page13
    treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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