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    Acoustic Emission Characteristics and Damage Evolution Model of Steel Strands in Tensile Test

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    Author:
    Li Dong-sheng
    ,
    Ou Jin-ping
    DOI: 10.1061/JHTRCQ.0000228
    Publisher: American Society of Civil Engineers
    Abstract: Conventional non-destructive methods cannot dynamically monitor the steel strands damage evolution process, so acoustic emission technique was proposed to monitor the damage. Experiments on acoustic emission characteristics of full-regime steel strands tensile failure were carried out. Acoustic emission characteristic parameters of steel strand damage were obtained. The test results show that the acoustic emission characteristic parameter is not apparent before fracture, the acoustic emission signal increases rapidly when approaching critical fracture point and appears a big burst signal nearby yield point. According to the correlation figure of acoustic emission accumulative energy, damage characteristic parameter of steel strand can be expressed through acoustic emission accumulative energy, the damage evolution process and law can be dynamically analyzed and broken strand numbers and time are very easily judged. Based on the monitoring data, the relationship between acoustic emission parameter and damage variables was derived. The steel strand tensile damage evolution equation was defined with acoustic emission accumulative energy relative change, the equation can be expressed using Weibull cumulative distribution function, and its rightness and rationality were verified through experiments.
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      Acoustic Emission Characteristics and Damage Evolution Model of Steel Strands in Tensile Test

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70788
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorLi Dong-sheng
    contributor authorOu Jin-ping
    date accessioned2017-05-08T22:05:00Z
    date available2017-05-08T22:05:00Z
    date copyrightJuly 2008
    date issued2008
    identifier otherjhtrcq%2E0000228.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70788
    description abstractConventional non-destructive methods cannot dynamically monitor the steel strands damage evolution process, so acoustic emission technique was proposed to monitor the damage. Experiments on acoustic emission characteristics of full-regime steel strands tensile failure were carried out. Acoustic emission characteristic parameters of steel strand damage were obtained. The test results show that the acoustic emission characteristic parameter is not apparent before fracture, the acoustic emission signal increases rapidly when approaching critical fracture point and appears a big burst signal nearby yield point. According to the correlation figure of acoustic emission accumulative energy, damage characteristic parameter of steel strand can be expressed through acoustic emission accumulative energy, the damage evolution process and law can be dynamically analyzed and broken strand numbers and time are very easily judged. Based on the monitoring data, the relationship between acoustic emission parameter and damage variables was derived. The steel strand tensile damage evolution equation was defined with acoustic emission accumulative energy relative change, the equation can be expressed using Weibull cumulative distribution function, and its rightness and rationality were verified through experiments.
    publisherAmerican Society of Civil Engineers
    titleAcoustic Emission Characteristics and Damage Evolution Model of Steel Strands in Tensile Test
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000228
    treeJournal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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