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    Nonlinear Effects on Fatigue Analysis for Fixed Offshore Structures

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 003::page 31009
    Author:
    Oleg Gaidai
    ,
    Arvid Naess
    DOI: 10.1115/1.2904584
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fatigue analysis for fixed offshore structures is an important practical issue. These structures are often drag dominated, which makes the deck response a non-Gaussian process when it is assumed that the irregular waves are Gaussian. Incorporating nonlinear and non-Gaussian modeling in the fatigue analysis can be a complicated issue, cf. work of and [2000, “ Fatigue Reliability Analysis in Time Domain for Inspection Strategy of Fixed Offshore Structures,” Ocean Eng., 27(2), pp. 167–186]. The goal of this paper is to provide evidence that for drag dominated offshore structures it is, in fact, sufficient to perform linearization in order to obtain accurate estimates of fatigue damage. The latter fact brings fatigue analysis back into the Gaussian domain, which facilitates the problem solution. Beyond straightforward linearization of the exciting wave forces, this paper employs two different approaches accounting for nonlinear effects in fatigue analysis. One is an application of the quadratic approximation approach described in the work of and [1997, “ Frequency Domain Analysis of Dynamic Response of Drag Dominated Offshore Structures,” Appl. Ocean. Res., 19(3), pp. 251–262;1996, “ Stochastic Response of Offshore Structures Excited by Drag Forces,” J. Eng. Mech., ASCE, 122, pp. 155–160]. to the stochastic fatigue estimation of jacket type offshore structures. An alternative method proposed is based on a spectral approximation, and this approximation turns out to be accurate and computationally simple. The stress cycles causing structural fatigue are considered to be directly related to the horizontal excursions of the fixed offshore structure in random seas. Besides inertia forces, it is important to study the effect of the nonlinear Morison type drag forces. Since no direct method for dynamic analysis with Morison type forces is available, it is a goal to find an accurate approximation, allowing efficient dynamic analysis. This has implications for long term fatigue analysis, which is an important issue for design of offshore structures.
    keyword(s): Inertia (Mechanics) , Force , Fatigue , Drag (Fluid dynamics) , Offshore structures , Approximation , Fatigue analysis , Project tasks , Seas , Waves , Structures , Water AND Dynamic analysis ,
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      Nonlinear Effects on Fatigue Analysis for Fixed Offshore Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/139120
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    contributor authorOleg Gaidai
    contributor authorArvid Naess
    date accessioned2017-05-09T00:30:06Z
    date available2017-05-09T00:30:06Z
    date copyrightAugust, 2008
    date issued2008
    identifier issn0892-7219
    identifier otherJMOEEX-28331#031009_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139120
    description abstractFatigue analysis for fixed offshore structures is an important practical issue. These structures are often drag dominated, which makes the deck response a non-Gaussian process when it is assumed that the irregular waves are Gaussian. Incorporating nonlinear and non-Gaussian modeling in the fatigue analysis can be a complicated issue, cf. work of and [2000, “ Fatigue Reliability Analysis in Time Domain for Inspection Strategy of Fixed Offshore Structures,” Ocean Eng., 27(2), pp. 167–186]. The goal of this paper is to provide evidence that for drag dominated offshore structures it is, in fact, sufficient to perform linearization in order to obtain accurate estimates of fatigue damage. The latter fact brings fatigue analysis back into the Gaussian domain, which facilitates the problem solution. Beyond straightforward linearization of the exciting wave forces, this paper employs two different approaches accounting for nonlinear effects in fatigue analysis. One is an application of the quadratic approximation approach described in the work of and [1997, “ Frequency Domain Analysis of Dynamic Response of Drag Dominated Offshore Structures,” Appl. Ocean. Res., 19(3), pp. 251–262;1996, “ Stochastic Response of Offshore Structures Excited by Drag Forces,” J. Eng. Mech., ASCE, 122, pp. 155–160]. to the stochastic fatigue estimation of jacket type offshore structures. An alternative method proposed is based on a spectral approximation, and this approximation turns out to be accurate and computationally simple. The stress cycles causing structural fatigue are considered to be directly related to the horizontal excursions of the fixed offshore structure in random seas. Besides inertia forces, it is important to study the effect of the nonlinear Morison type drag forces. Since no direct method for dynamic analysis with Morison type forces is available, it is a goal to find an accurate approximation, allowing efficient dynamic analysis. This has implications for long term fatigue analysis, which is an important issue for design of offshore structures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Effects on Fatigue Analysis for Fixed Offshore Structures
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2904584
    journal fristpage31009
    identifier eissn1528-896X
    keywordsInertia (Mechanics)
    keywordsForce
    keywordsFatigue
    keywordsDrag (Fluid dynamics)
    keywordsOffshore structures
    keywordsApproximation
    keywordsFatigue analysis
    keywordsProject tasks
    keywordsSeas
    keywordsWaves
    keywordsStructures
    keywordsWater AND Dynamic analysis
    treeJournal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 003
    contenttypeFulltext
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