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    Geometrical Nonlinear Analysis of Plane Problems by Corotational Formulation

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 010
    Author:
    Mohammad Karkon
    ,
    Mohammad Rezaiee-Pajand
    DOI: 10.1061/(ASCE)EM.1943-7889.0001133
    Publisher: American Society of Civil Engineers
    Abstract: This study deals with the geometric nonlinear analysis of the plane problem based on the corotational formulation. Both analytical solutions and hybrid stress functional will be utilized in the proposed technique. A quadrilateral four-node element with drilling degrees of freedom is proposed for the finite-element analysis. The corotational method is applied for the nonlinear behavior. In this way, small strains and rigid body motions can be separated. Based on analytical solution, the hybrid stress scheme is used in the local coordinates for small strains. By using Allman’s quadratic displacement, the boundary condition for this element is introduced. In this approach, added drilling degrees of freedom increase the accuracy and robustness of the element. Furthermore, the corotational formulas are written in the local and global coordinates system to derive the nonlinear relations. These equations were solved by using the arc-length algorithm. To investigate the accuracy and capability of the suggested element, several numerical tests are performed. Findings prove the advantage of the proposed element in the geometric nonlinear analysis of plane problems.
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      Geometrical Nonlinear Analysis of Plane Problems by Corotational Formulation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4240606
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    contributor authorMohammad Karkon
    contributor authorMohammad Rezaiee-Pajand
    date accessioned2017-12-16T09:15:34Z
    date available2017-12-16T09:15:34Z
    date issued2016
    identifier other%28ASCE%29EM.1943-7889.0001133.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240606
    description abstractThis study deals with the geometric nonlinear analysis of the plane problem based on the corotational formulation. Both analytical solutions and hybrid stress functional will be utilized in the proposed technique. A quadrilateral four-node element with drilling degrees of freedom is proposed for the finite-element analysis. The corotational method is applied for the nonlinear behavior. In this way, small strains and rigid body motions can be separated. Based on analytical solution, the hybrid stress scheme is used in the local coordinates for small strains. By using Allman’s quadratic displacement, the boundary condition for this element is introduced. In this approach, added drilling degrees of freedom increase the accuracy and robustness of the element. Furthermore, the corotational formulas are written in the local and global coordinates system to derive the nonlinear relations. These equations were solved by using the arc-length algorithm. To investigate the accuracy and capability of the suggested element, several numerical tests are performed. Findings prove the advantage of the proposed element in the geometric nonlinear analysis of plane problems.
    publisherAmerican Society of Civil Engineers
    titleGeometrical Nonlinear Analysis of Plane Problems by Corotational Formulation
    typeJournal Paper
    journal volume142
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001133
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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