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    Prediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Liang-Jiu Jia
    ,
    Hitoshi Kuwamura
    DOI: 10.1061/(ASCE)ST.1943-541X.0000848
    Publisher: American Society of Civil Engineers
    Abstract: In practice, engineers can usually only obtain material properties from monotonic tensile coupon tests. The aim of this paper is to predict cyclic plasticity of mild steel from coupon test results available. First, the theory of metal plasticity is generally reviewed, and selected models are introduced, i.e., Prager’s hardening rule, the Chaboche models, and the Yoshida-Uemori model. Calibration methods of the material parameters of each model are proposed and limitations of the models are addressed. Then, a modified Yoshida-Uemori model is proposed. Monotonic tensile coupon tests and a series of tests of hourglass-type specimens were carried out under different loading histories to fracture. Numerical simulations using the selected plasticity models and the modified Yoshida-Uemori model were carried out to simulate the cyclic behaviors of hourglass-type specimens using the material parameters calibrated by the monotonic coupon test results. The comparison results show that the modified Yoshida-Uemori model gives the best prediction of the cyclic behaviors of mild steel in large plastic strain ranges.
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      Prediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68785
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    • Journal of Structural Engineering

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    contributor authorLiang-Jiu Jia
    contributor authorHitoshi Kuwamura
    date accessioned2017-05-08T22:00:53Z
    date available2017-05-08T22:00:53Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000890.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68785
    description abstractIn practice, engineers can usually only obtain material properties from monotonic tensile coupon tests. The aim of this paper is to predict cyclic plasticity of mild steel from coupon test results available. First, the theory of metal plasticity is generally reviewed, and selected models are introduced, i.e., Prager’s hardening rule, the Chaboche models, and the Yoshida-Uemori model. Calibration methods of the material parameters of each model are proposed and limitations of the models are addressed. Then, a modified Yoshida-Uemori model is proposed. Monotonic tensile coupon tests and a series of tests of hourglass-type specimens were carried out under different loading histories to fracture. Numerical simulations using the selected plasticity models and the modified Yoshida-Uemori model were carried out to simulate the cyclic behaviors of hourglass-type specimens using the material parameters calibrated by the monotonic coupon test results. The comparison results show that the modified Yoshida-Uemori model gives the best prediction of the cyclic behaviors of mild steel in large plastic strain ranges.
    publisherAmerican Society of Civil Engineers
    titlePrediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000848
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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