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    Implicit Gradient Delocalization Method for Force-Based Frame Element

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Decheng Feng
    ,
    Xiaodan Ren
    ,
    Jie Li
    DOI: 10.1061/(ASCE)ST.1943-541X.0001397
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a novel force-based frame element with delocalization is developed to address localization issues induced by material strain softening. A regularization procedure for section deformations is introduced on the basis of the concept of deformation gradient dependency. The internal length scale of the gradient-based regularization model is discussed and related to the plastic hinge length of the structural members. The weak form of the governing equation is derived, and a subscale numerical strategy is utilized within each element to implement the proposed model in the frame element. In addition, an adaptive scheme is developed for the RC members to determine the real-time gradient coefficient. Finally, two numerical examples are utilized and the results show that the proposed model can achieve an objective response for and excellent prediction of the nonlinear behavior of RC members.
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      Implicit Gradient Delocalization Method for Force-Based Frame Element

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237268
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    contributor authorDecheng Feng
    contributor authorXiaodan Ren
    contributor authorJie Li
    date accessioned2017-12-16T09:00:05Z
    date available2017-12-16T09:00:05Z
    date issued2016
    identifier other%28ASCE%29ST.1943-541X.0001397.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237268
    description abstractIn this study, a novel force-based frame element with delocalization is developed to address localization issues induced by material strain softening. A regularization procedure for section deformations is introduced on the basis of the concept of deformation gradient dependency. The internal length scale of the gradient-based regularization model is discussed and related to the plastic hinge length of the structural members. The weak form of the governing equation is derived, and a subscale numerical strategy is utilized within each element to implement the proposed model in the frame element. In addition, an adaptive scheme is developed for the RC members to determine the real-time gradient coefficient. Finally, two numerical examples are utilized and the results show that the proposed model can achieve an objective response for and excellent prediction of the nonlinear behavior of RC members.
    publisherAmerican Society of Civil Engineers
    titleImplicit Gradient Delocalization Method for Force-Based Frame Element
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001397
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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