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    Fatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author:
    Bo-Tao Huang; Qing-Hua Li; Shi-Lang Xu
    DOI: 10.1061/(ASCE)ST.1943-541X.0002237
    Publisher: American Society of Civil Engineers
    Abstract: A novel model based on the three-parameter Weibull function is proposed to describe the three-stage fatigue deformation behavior of plain and fiber-reinforced concrete. The fatigue strain at a particular stress between zero and the maximum fatigue stress can be modeled using the proposed model, and all the model parameters have clear physical meanings. This model is validated via comparison of its results with previously reported results of compressive, tensile, and flexural fatigue tests. Cases of application of the model to plain concrete and fiber-reinforced concrete with high ductility are examined in order to investigate the variation of the model parameters. Additionally, a deformation-based method for prediction of the fatigue life of concrete is presented, and the prediction results demonstrate that the proposed model can be successfully applied to the estimation of the fatigue life of concrete materials.
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      Fatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function

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    contributor authorBo-Tao Huang; Qing-Hua Li; Shi-Lang Xu
    date accessioned2019-03-10T11:45:30Z
    date available2019-03-10T11:45:30Z
    date issued2019
    identifier other%28ASCE%29ST.1943-541X.0002237.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254261
    description abstractA novel model based on the three-parameter Weibull function is proposed to describe the three-stage fatigue deformation behavior of plain and fiber-reinforced concrete. The fatigue strain at a particular stress between zero and the maximum fatigue stress can be modeled using the proposed model, and all the model parameters have clear physical meanings. This model is validated via comparison of its results with previously reported results of compressive, tensile, and flexural fatigue tests. Cases of application of the model to plain concrete and fiber-reinforced concrete with high ductility are examined in order to investigate the variation of the model parameters. Additionally, a deformation-based method for prediction of the fatigue life of concrete is presented, and the prediction results demonstrate that the proposed model can be successfully applied to the estimation of the fatigue life of concrete materials.
    publisherAmerican Society of Civil Engineers
    titleFatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function
    typeJournal Paper
    journal volume145
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002237
    page04018234
    treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    contenttypeFulltext
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