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    Wind Climate Parameters for Wind Turbine Fatigue Load Assessment

    Source: Journal of Solar Energy Engineering:;2016:;volume( 138 ):;issue: 003::page 31010
    Author:
    Stensgaard Toft, Henrik
    ,
    Svenningsen, Lasse
    ,
    Moser, Wolfgang
    ,
    Dalsgaard Sأ¸rensen, John
    ,
    Lybech Thأ¸gersen, Morten
    DOI: 10.1115/1.4033111
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Sitespecific assessment of wind turbine design requires verification that the individual wind turbine components can survive the sitespecific wind climate. The wind turbine design standard, IEC 614001 (third edition), describes how this should be done using a simplified, equivalent wind climate established from the onsite distribution functions of the horizontal mean wind speeds, the 90% quantile of turbulence along with average values of vertical wind shear and air density and the maximum flow inclination. This paper investigates the accuracy of fatigue loads estimated using this equivalent wind climate required by the current design standard by comparing damage equivalent fatigue loads estimated based on wind climate parameters for each 10 min timeseries with fatigue loads estimated based on the equivalent wind climate parameters. Wind measurements from Boulder, CO, in the United States and Hأ¸vsأ¸re in Denmark have been used to estimate the natural variation in the wind conditions between 10 min time periods. The structural wind turbine loads have been simulated using the aeroelastic model FAST. The results show that using a 90% quantile for the turbulence leads to an accurate assessment of the blade root flapwise bending moment and a conservative assessment of the tower bottom foraft bending moment and low speed shaft torque. Currently, IEC 614001 (third edition) neglects the variation in wind shear by using the average value. This may lead to a nonconservative assessment of blade root flapwise fatigue loads, which are sensitive to wind shear. The results in this paper indicate that using a 75% quantile for the wind shear at each wind speed bin leads to an appropriate, but conservative, assessment of the fatigue loads. However, care should be taken when using this approach for components where low or negative wind shears can lead to large fatigue loads. This is the case for some drivetrain components where a lower quantile may be required.
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      Wind Climate Parameters for Wind Turbine Fatigue Load Assessment

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    https://yetl.yabesh.ir/yetl1/handle/yetl/162475
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    • Journal of Solar Energy Engineering

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    contributor authorStensgaard Toft, Henrik
    contributor authorSvenningsen, Lasse
    contributor authorMoser, Wolfgang
    contributor authorDalsgaard Sأ¸rensen, John
    contributor authorLybech Thأ¸gersen, Morten
    date accessioned2017-05-09T01:33:06Z
    date available2017-05-09T01:33:06Z
    date issued2016
    identifier issn0199-6231
    identifier othersol_138_03_031011.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/162475
    description abstractSitespecific assessment of wind turbine design requires verification that the individual wind turbine components can survive the sitespecific wind climate. The wind turbine design standard, IEC 614001 (third edition), describes how this should be done using a simplified, equivalent wind climate established from the onsite distribution functions of the horizontal mean wind speeds, the 90% quantile of turbulence along with average values of vertical wind shear and air density and the maximum flow inclination. This paper investigates the accuracy of fatigue loads estimated using this equivalent wind climate required by the current design standard by comparing damage equivalent fatigue loads estimated based on wind climate parameters for each 10 min timeseries with fatigue loads estimated based on the equivalent wind climate parameters. Wind measurements from Boulder, CO, in the United States and Hأ¸vsأ¸re in Denmark have been used to estimate the natural variation in the wind conditions between 10 min time periods. The structural wind turbine loads have been simulated using the aeroelastic model FAST. The results show that using a 90% quantile for the turbulence leads to an accurate assessment of the blade root flapwise bending moment and a conservative assessment of the tower bottom foraft bending moment and low speed shaft torque. Currently, IEC 614001 (third edition) neglects the variation in wind shear by using the average value. This may lead to a nonconservative assessment of blade root flapwise fatigue loads, which are sensitive to wind shear. The results in this paper indicate that using a 75% quantile for the wind shear at each wind speed bin leads to an appropriate, but conservative, assessment of the fatigue loads. However, care should be taken when using this approach for components where low or negative wind shears can lead to large fatigue loads. This is the case for some drivetrain components where a lower quantile may be required.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWind Climate Parameters for Wind Turbine Fatigue Load Assessment
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Solar Energy Engineering
    identifier doi10.1115/1.4033111
    journal fristpage31010
    journal lastpage31010
    identifier eissn1528-8986
    treeJournal of Solar Energy Engineering:;2016:;volume( 138 ):;issue: 003
    contenttypeFulltext
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