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    On the Dynamics of Flexible Beams Under Large Overall Motions—The Plane Case: Part II

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004::page 855
    Author:
    J. C. Simo
    ,
    L. Vu-Quoc
    DOI: 10.1115/1.3171871
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The numerical treatment of the methodology proposed in Part I of this paper is considered in detail. Unlike traditional approaches, a Galerkin spatial discretization of the equations of motion, now referred to the inertial frame, yields the standard form of nonlinear structural dynamics: Mq̈ + Dq̇ + P(q) = F , with M and D constant matrices. Numerical examples that involve finite vibrations coupled with large overall motions are presented. These simulations also demonstrate the capability of the present formulation in handling multibody dynamics.
    keyword(s): Dynamics (Mechanics) , Motion , Structural frames , Equations of motion , Structural dynamics , Engineering simulation , Vibration AND Multibody dynamics ,
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      On the Dynamics of Flexible Beams Under Large Overall Motions—The Plane Case: Part II

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    http://yetl.yabesh.ir/yetl1/handle/yetl/100682
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    contributor authorJ. C. Simo
    contributor authorL. Vu-Quoc
    date accessioned2017-05-08T23:21:42Z
    date available2017-05-08T23:21:42Z
    date copyrightDecember, 1986
    date issued1986
    identifier issn0021-8936
    identifier otherJAMCAV-26274#855_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100682
    description abstractThe numerical treatment of the methodology proposed in Part I of this paper is considered in detail. Unlike traditional approaches, a Galerkin spatial discretization of the equations of motion, now referred to the inertial frame, yields the standard form of nonlinear structural dynamics: Mq̈ + Dq̇ + P(q) = F , with M and D constant matrices. Numerical examples that involve finite vibrations coupled with large overall motions are presented. These simulations also demonstrate the capability of the present formulation in handling multibody dynamics.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn the Dynamics of Flexible Beams Under Large Overall Motions—The Plane Case: Part II
    typeJournal Paper
    journal volume53
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3171871
    journal fristpage855
    journal lastpage863
    identifier eissn1528-9036
    keywordsDynamics (Mechanics)
    keywordsMotion
    keywordsStructural frames
    keywordsEquations of motion
    keywordsStructural dynamics
    keywordsEngineering simulation
    keywordsVibration AND Multibody dynamics
    treeJournal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004
    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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