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    Neutral Axis-Based Anomaly Detection for Local Damage to Girders Affected by Nonlinear Temperature Gradients

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003::page 04024005-1
    Author:
    Guang-Ming Wu
    ,
    Bing Zhang
    ,
    Sheng-Li Li
    ,
    Ting-Hua Yi
    ,
    Xiu-Dao Mei
    ,
    Ya-Fei Wang
    DOI: 10.1061/JBENF2.BEENG-6469
    Publisher: ASCE
    Abstract: Damage to girders threaten a bridge’s safety. They can be effectively detected by the neutral axis (NA) position of a girder. However, the NA position is inevitably affected by the nonlinear temperature gradient of girders, which could mask the damage-induced abnormality. Aiming at the practicality of the NA position, an improved thermal-varying NA model was scientifically derived by accommodating vertically distributed measurements of a nonlinear temperature gradient, followed by several simplified models. By eliminating the effect of the nonlinear temperature gradient on the NA position to the maximum, an abnormality alarming framework was then established for damage detection of girders. Finally, a girder model imposed by an actual nonlinear temperature gradient was developed to validate the advantages of the improved model and the effectiveness of the alarming framework. The proposed models are an improvement over the existing model in terms of prediction accuracy and stability. Additionally, the NA-based alarming method can effectively detect minor damage to the girder subjected to varying nonlinear temperature gradients. The optimal strain measurement is recommended at the lowest turning point of the temperature difference characteristic above the NA position, and the optimal temperature measurement should effectively represent the statistical outline feature of the temperature difference.
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      Neutral Axis-Based Anomaly Detection for Local Damage to Girders Affected by Nonlinear Temperature Gradients

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297298
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    • Journal of Bridge Engineering

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    contributor authorGuang-Ming Wu
    contributor authorBing Zhang
    contributor authorSheng-Li Li
    contributor authorTing-Hua Yi
    contributor authorXiu-Dao Mei
    contributor authorYa-Fei Wang
    date accessioned2024-04-27T22:42:16Z
    date available2024-04-27T22:42:16Z
    date issued2024/03/01
    identifier other10.1061-JBENF2.BEENG-6469.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297298
    description abstractDamage to girders threaten a bridge’s safety. They can be effectively detected by the neutral axis (NA) position of a girder. However, the NA position is inevitably affected by the nonlinear temperature gradient of girders, which could mask the damage-induced abnormality. Aiming at the practicality of the NA position, an improved thermal-varying NA model was scientifically derived by accommodating vertically distributed measurements of a nonlinear temperature gradient, followed by several simplified models. By eliminating the effect of the nonlinear temperature gradient on the NA position to the maximum, an abnormality alarming framework was then established for damage detection of girders. Finally, a girder model imposed by an actual nonlinear temperature gradient was developed to validate the advantages of the improved model and the effectiveness of the alarming framework. The proposed models are an improvement over the existing model in terms of prediction accuracy and stability. Additionally, the NA-based alarming method can effectively detect minor damage to the girder subjected to varying nonlinear temperature gradients. The optimal strain measurement is recommended at the lowest turning point of the temperature difference characteristic above the NA position, and the optimal temperature measurement should effectively represent the statistical outline feature of the temperature difference.
    publisherASCE
    titleNeutral Axis-Based Anomaly Detection for Local Damage to Girders Affected by Nonlinear Temperature Gradients
    typeJournal Article
    journal volume29
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6469
    journal fristpage04024005-1
    journal lastpage04024005-11
    page11
    treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003
    contenttypeFulltext
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