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    Deep Learning Framework for Total Stress Detection of Steel Components

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001::page 04020113
    Author:
    Wei Wang
    ,
    Peng Shi
    ,
    Honghu Chu
    ,
    Lu Deng
    ,
    Banfu Yan
    DOI: 10.1061/(ASCE)BE.1943-5592.0001655
    Publisher: ASCE
    Abstract: Accurately obtaining the stress of steel components is of great importance for the condition assessment of civil structures. Currently, methods for structure stress detection have some drawbacks such as the capability of obtaining structural stress increment rather than the total stress, causing structural damage, and high cost. To overcome these drawbacks, a deep learning framework for total stress detection of steel components is proposed and its feasibility is illustrated with an example. First, the adopted deep neural network is briefly introduced, followed by the introduction of the dataset preparation. In order to maximize the stress detection accuracy, parameter analysis was conducted and the mean average precision achieved by the well-trained model for detection of the stresses under consideration is 89.67%. The robustness of the trained model was further examined and the procedures for application of the proposed approach were summarized. The presented method provides a new idea to detect the total stress of structure components that is difficult to obtain with a traditional sensor-based method.
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      Deep Learning Framework for Total Stress Detection of Steel Components

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269427
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    contributor authorWei Wang
    contributor authorPeng Shi
    contributor authorHonghu Chu
    contributor authorLu Deng
    contributor authorBanfu Yan
    date accessioned2022-01-30T22:41:41Z
    date available2022-01-30T22:41:41Z
    date issued1/1/2021
    identifier other(ASCE)BE.1943-5592.0001655.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269427
    description abstractAccurately obtaining the stress of steel components is of great importance for the condition assessment of civil structures. Currently, methods for structure stress detection have some drawbacks such as the capability of obtaining structural stress increment rather than the total stress, causing structural damage, and high cost. To overcome these drawbacks, a deep learning framework for total stress detection of steel components is proposed and its feasibility is illustrated with an example. First, the adopted deep neural network is briefly introduced, followed by the introduction of the dataset preparation. In order to maximize the stress detection accuracy, parameter analysis was conducted and the mean average precision achieved by the well-trained model for detection of the stresses under consideration is 89.67%. The robustness of the trained model was further examined and the procedures for application of the proposed approach were summarized. The presented method provides a new idea to detect the total stress of structure components that is difficult to obtain with a traditional sensor-based method.
    publisherASCE
    titleDeep Learning Framework for Total Stress Detection of Steel Components
    typeJournal Paper
    journal volume26
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001655
    journal fristpage04020113
    journal lastpage04020113-11
    page11
    treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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