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    Experimental and Finite-Element Study on Cyclic Tensile Properties of Stainless-Clad Bimetallic Steel Plate

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011::page 04021300-1
    Author:
    Jieyu Chen
    ,
    Jingyao Li
    ,
    Shidong Nie
    ,
    Mingjie Tang
    ,
    Xiao Yu
    ,
    Mohamed Elchalakani
    DOI: 10.1061/(ASCE)MT.1943-5533.0003966
    Publisher: ASCE
    Abstract: The stainless-clad bimetallic steel plate (SCBSP) formed by cladding a layer of stainless steel on the surface of a mild steel plate is a solution to improve the corrosion resistance of steel in corrosive environments To study the hysteretic behavior of stainless-clad bimetallic steel plates under cyclic load, tests of 14 specimens taken from Q235+S34553 SCBSP with normal thickness of 3+8  mm were carried out, in which 14 different loading protocols were incorporated. Based on the test results, the hysteretic behavior of the SCBSP specimens was analyzed. The envelope curves of the SCBSP under cyclic loading were fitted based on the Ramberg-Osgood model (R-O model), and the energy-dissipation capacity of the SCBSP was evaluated by calculating their energy-dissipation index (EDI). Finally, the Chaboche combined hardening model was employed, its relevant parameters were identified, and the identification results were verified by finite-element simulation. The results show that SCBSP has good energy-dissipation capacity. The R-O model and Chaboche model can well express the mechanical behavior of SCBSPs under cyclic loading.
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      Experimental and Finite-Element Study on Cyclic Tensile Properties of Stainless-Clad Bimetallic Steel Plate

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272627
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    contributor authorJieyu Chen
    contributor authorJingyao Li
    contributor authorShidong Nie
    contributor authorMingjie Tang
    contributor authorXiao Yu
    contributor authorMohamed Elchalakani
    date accessioned2022-02-01T22:06:29Z
    date available2022-02-01T22:06:29Z
    date issued11/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003966.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272627
    description abstractThe stainless-clad bimetallic steel plate (SCBSP) formed by cladding a layer of stainless steel on the surface of a mild steel plate is a solution to improve the corrosion resistance of steel in corrosive environments To study the hysteretic behavior of stainless-clad bimetallic steel plates under cyclic load, tests of 14 specimens taken from Q235+S34553 SCBSP with normal thickness of 3+8  mm were carried out, in which 14 different loading protocols were incorporated. Based on the test results, the hysteretic behavior of the SCBSP specimens was analyzed. The envelope curves of the SCBSP under cyclic loading were fitted based on the Ramberg-Osgood model (R-O model), and the energy-dissipation capacity of the SCBSP was evaluated by calculating their energy-dissipation index (EDI). Finally, the Chaboche combined hardening model was employed, its relevant parameters were identified, and the identification results were verified by finite-element simulation. The results show that SCBSP has good energy-dissipation capacity. The R-O model and Chaboche model can well express the mechanical behavior of SCBSPs under cyclic loading.
    publisherASCE
    titleExperimental and Finite-Element Study on Cyclic Tensile Properties of Stainless-Clad Bimetallic Steel Plate
    typeJournal Paper
    journal volume33
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003966
    journal fristpage04021300-1
    journal lastpage04021300-12
    page12
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011
    contenttypeFulltext
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