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    A Simplified Method for Quantitative Reliability and Integrity Analysis of Steel Catenary Risers

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 001::page 11601
    Author:
    Mousavi, Mir Emad
    ,
    Reza, Zaqie
    ,
    Upadhye, Sanjeev
    ,
    Vijayaraghavan, Vishnu
    ,
    Haverty, Kevin
    DOI: 10.1115/1.4031822
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Quantitative reliability and integrity analysis of steel catenary risers (SCRs) can provide important information about their safety and toward their costeffective and optimal design. SCRs are one of the commonly used riser systems in offshore production stations. The consequence of an SCR failure is significant; however, the overall safety of the riser is typically not quantified. Especially, because of the uncertainties associated with environmental conditions and structural capacities, quantitative reliability methods can take advantage of available data and developments in computing technology to provide a strong basis for their reliable engineering decision making. This paper presents a simplified approach for assessing the strength and fatigue reliability of SCRs, accounting for the uncertainties with their yield strength and fatigue capacities as well as the environmental conditions. Moreover, the integritybased optimal design of riser strength limit state for a target annual probability of failure is discussed. The fatigue reliability of the SCR system is also assessed in component and system levels. The proposed method is then applied to a typical SCR attached to a semisubmersible vessel under Gulf of Mexico (GOM) conditions. Results of dynamic (timedomain) analyses under various environmental conditions are used to quantify the SCR safety and integrity and to optimize its design for a target annual probability of strength failure. By estimating the riser system probability of strength and fatigue failure in its lifetime, the strength and fatigue integrity indices, and the optimality factors of the riser sections for the strength limit state, suggestions are provided to improve the riser design. For example, it was found that considering the two main limit states of strength and fatigue failure of the SCR system, a strength failure at the taper stress joint (TSJ) is the likely mode of failure in this riser system, which has a probability of 0.0035 in its 25 year lifetime.
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      A Simplified Method for Quantitative Reliability and Integrity Analysis of Steel Catenary Risers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/162247
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorMousavi, Mir Emad
    contributor authorReza, Zaqie
    contributor authorUpadhye, Sanjeev
    contributor authorVijayaraghavan, Vishnu
    contributor authorHaverty, Kevin
    date accessioned2017-05-09T01:32:19Z
    date available2017-05-09T01:32:19Z
    date issued2016
    identifier issn0892-7219
    identifier otheromae_138_01_011601.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/162247
    description abstractQuantitative reliability and integrity analysis of steel catenary risers (SCRs) can provide important information about their safety and toward their costeffective and optimal design. SCRs are one of the commonly used riser systems in offshore production stations. The consequence of an SCR failure is significant; however, the overall safety of the riser is typically not quantified. Especially, because of the uncertainties associated with environmental conditions and structural capacities, quantitative reliability methods can take advantage of available data and developments in computing technology to provide a strong basis for their reliable engineering decision making. This paper presents a simplified approach for assessing the strength and fatigue reliability of SCRs, accounting for the uncertainties with their yield strength and fatigue capacities as well as the environmental conditions. Moreover, the integritybased optimal design of riser strength limit state for a target annual probability of failure is discussed. The fatigue reliability of the SCR system is also assessed in component and system levels. The proposed method is then applied to a typical SCR attached to a semisubmersible vessel under Gulf of Mexico (GOM) conditions. Results of dynamic (timedomain) analyses under various environmental conditions are used to quantify the SCR safety and integrity and to optimize its design for a target annual probability of strength failure. By estimating the riser system probability of strength and fatigue failure in its lifetime, the strength and fatigue integrity indices, and the optimality factors of the riser sections for the strength limit state, suggestions are provided to improve the riser design. For example, it was found that considering the two main limit states of strength and fatigue failure of the SCR system, a strength failure at the taper stress joint (TSJ) is the likely mode of failure in this riser system, which has a probability of 0.0035 in its 25 year lifetime.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Simplified Method for Quantitative Reliability and Integrity Analysis of Steel Catenary Risers
    typeJournal Paper
    journal volume138
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4031822
    journal fristpage11601
    journal lastpage11601
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 001
    contenttypeFulltext
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