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    Experimental Uncertainty Quantification of Flutter Derivatives for a PK Section Girder and Its Application on Probabilistic Flutter Analysis

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author:
    Genshen Fang
    ,
    Jinxin Cao
    ,
    Yongxin Yang
    ,
    Lin Zhao
    ,
    Shuyang Cao
    ,
    Yaojun Ge
    DOI: 10.1061/(ASCE)BE.1943-5592.0001567
    Publisher: ASCE
    Abstract: Aerodynamic flutter instability could lead to the catastrophic collapse of flexible long-span bridges and needs to be prevented. This study investigated the variability of eight experimentally measured flutter derivatives (FDs) for a commonly used a Pasco–Kennewick (PK) section girder using a free vibration technique in a wind tunnel, which provided some new insights into the identification of FDs and supplemented the reliability analysis for buffeting and flutter performance. The aerodynamic uncertainties in terms of the dispersion of flutter coefficients were studied and two implications behind the extraction of FDs were discussed. The statistical and probabilistic behaviors of FDs at different reduced wind speeds were examined before generating sufficient independent random samples using the Monte Carlo (MC) approach. The intercorrelations between experimental FDs quantified by correlation coefficients were also examined and were employed to randomly sample the correlated FDs. The probabilistic flutter solutions in terms of critical wind speed propagated from the FDs uncertainties were studied utilizing step-by-step analysis, which resulted in several multimodal probability distributions of flutter onset. In addition, the role played by each FD on the variation of critical wind speed was discussed.
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      Experimental Uncertainty Quantification of Flutter Derivatives for a PK Section Girder and Its Application on Probabilistic Flutter Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266199
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    contributor authorGenshen Fang
    contributor authorJinxin Cao
    contributor authorYongxin Yang
    contributor authorLin Zhao
    contributor authorShuyang Cao
    contributor authorYaojun Ge
    date accessioned2022-01-30T19:54:43Z
    date available2022-01-30T19:54:43Z
    date issued2020
    identifier other%28ASCE%29BE.1943-5592.0001567.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266199
    description abstractAerodynamic flutter instability could lead to the catastrophic collapse of flexible long-span bridges and needs to be prevented. This study investigated the variability of eight experimentally measured flutter derivatives (FDs) for a commonly used a Pasco–Kennewick (PK) section girder using a free vibration technique in a wind tunnel, which provided some new insights into the identification of FDs and supplemented the reliability analysis for buffeting and flutter performance. The aerodynamic uncertainties in terms of the dispersion of flutter coefficients were studied and two implications behind the extraction of FDs were discussed. The statistical and probabilistic behaviors of FDs at different reduced wind speeds were examined before generating sufficient independent random samples using the Monte Carlo (MC) approach. The intercorrelations between experimental FDs quantified by correlation coefficients were also examined and were employed to randomly sample the correlated FDs. The probabilistic flutter solutions in terms of critical wind speed propagated from the FDs uncertainties were studied utilizing step-by-step analysis, which resulted in several multimodal probability distributions of flutter onset. In addition, the role played by each FD on the variation of critical wind speed was discussed.
    publisherASCE
    titleExperimental Uncertainty Quantification of Flutter Derivatives for a PK Section Girder and Its Application on Probabilistic Flutter Analysis
    typeJournal Paper
    journal volume25
    journal issue7
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001567
    page04020034
    treeJournal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    contenttypeFulltext
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