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    Simple Friction Model for Scissor‐Type Mobile Structures

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 003
    Author:
    Charis Gantes
    ,
    Jerome J. Connor
    ,
    Robert D. Logcher
    DOI: 10.1061/(ASCE)0733-9399(1993)119:3(456)
    Publisher: American Society of Civil Engineers
    Abstract: Mobile or articulated structures have kinematic connections that permit large relative displacements between components that undergo small elastic deformations. Deployable structures are one example. They can be stored in a compact, folded configuration and can be deployed into a load‐bearing, open form by simple articulation. The deployable structures investigated in this paper are assemblages of basic units consisting of two straight bars connected to each other by a pivot that are called scissor‐like elements. These structures are stress free and stable in both their folded and deployed configurations, but exhibit a geometrically nonlinear behavior during deployment and dismantling. This behavior is influenced significantly by friction between the bars of each scissor‐like element as they experience a relative rotation about the pivotal connection. Because of the highly nonlinear nature of the structural response, modeling of the problem with contact‐type finite elements is not only very expensive, but also of doubtful convergence. Therefore, a simple model is proposed, based on simulating the effect of friction by adding nonlinear rotational springs at the pivotal connections. Numerical results obtained from this model were found to be in very good agreement with experimental measurements.
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      Simple Friction Model for Scissor‐Type Mobile Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83864
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    contributor authorCharis Gantes
    contributor authorJerome J. Connor
    contributor authorRobert D. Logcher
    date accessioned2017-05-08T22:36:55Z
    date available2017-05-08T22:36:55Z
    date copyrightMarch 1993
    date issued1993
    identifier other%28asce%290733-9399%281993%29119%3A3%28456%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83864
    description abstractMobile or articulated structures have kinematic connections that permit large relative displacements between components that undergo small elastic deformations. Deployable structures are one example. They can be stored in a compact, folded configuration and can be deployed into a load‐bearing, open form by simple articulation. The deployable structures investigated in this paper are assemblages of basic units consisting of two straight bars connected to each other by a pivot that are called scissor‐like elements. These structures are stress free and stable in both their folded and deployed configurations, but exhibit a geometrically nonlinear behavior during deployment and dismantling. This behavior is influenced significantly by friction between the bars of each scissor‐like element as they experience a relative rotation about the pivotal connection. Because of the highly nonlinear nature of the structural response, modeling of the problem with contact‐type finite elements is not only very expensive, but also of doubtful convergence. Therefore, a simple model is proposed, based on simulating the effect of friction by adding nonlinear rotational springs at the pivotal connections. Numerical results obtained from this model were found to be in very good agreement with experimental measurements.
    publisherAmerican Society of Civil Engineers
    titleSimple Friction Model for Scissor‐Type Mobile Structures
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1993)119:3(456)
    treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;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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