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    Bouc-Wen Type Hysteretic Plane Stress Element

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 003
    Author:
    S. P. Triantafyllou
    ,
    V. K. Koumousis
    DOI: 10.1061/(ASCE)EM.1943-7889.0000332
    Publisher: American Society of Civil Engineers
    Abstract: In this work, a plane-stress element is proposed for the elastoplastic dynamic analysis of two-dimensional structures exhibiting hysteretic behavior. The constant-strain triangular element formulation for the elastic case is modified by introducing the Bouc-Wen hysteretic model, properly defined in the 2D stress-strain space. Solutions are obtained by simultaneously solving two sets of governing equations, namely the global equilibrium equations and the local constitutive equations, using a predictor-corrector differential equation solver. In following the proposed method, the linearization of the constitutive relations usually performed in step-by-step solution approaches is avoided. The proposed element is capable of modeling cyclic induced phenomena such as stiffness degradation and strength deterioration. Furthermore, the solution method implemented improves the accuracy of the results without increasing the computational cost of the analysis. Examples are presented which demonstrate the efficiency of the proposed approach. The method can be extended to other types of finite elements by properly incorporating the nonlinear constitutive behavior into their stiffness matrices.
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      Bouc-Wen Type Hysteretic Plane Stress Element

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    https://yetl.yabesh.ir/yetl1/handle/yetl/60802
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    contributor authorS. P. Triantafyllou
    contributor authorV. K. Koumousis
    date accessioned2017-05-08T21:43:41Z
    date available2017-05-08T21:43:41Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000342.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60802
    description abstractIn this work, a plane-stress element is proposed for the elastoplastic dynamic analysis of two-dimensional structures exhibiting hysteretic behavior. The constant-strain triangular element formulation for the elastic case is modified by introducing the Bouc-Wen hysteretic model, properly defined in the 2D stress-strain space. Solutions are obtained by simultaneously solving two sets of governing equations, namely the global equilibrium equations and the local constitutive equations, using a predictor-corrector differential equation solver. In following the proposed method, the linearization of the constitutive relations usually performed in step-by-step solution approaches is avoided. The proposed element is capable of modeling cyclic induced phenomena such as stiffness degradation and strength deterioration. Furthermore, the solution method implemented improves the accuracy of the results without increasing the computational cost of the analysis. Examples are presented which demonstrate the efficiency of the proposed approach. The method can be extended to other types of finite elements by properly incorporating the nonlinear constitutive behavior into their stiffness matrices.
    publisherAmerican Society of Civil Engineers
    titleBouc-Wen Type Hysteretic Plane Stress Element
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000332
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 003
    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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