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    Quadratic Mode Shape Components From Linear Finite Element Analysis

    Source: Journal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 001::page 14501
    Author:
    L. H. van Zyl
    ,
    E. H. Mathews
    DOI: 10.1115/1.4004681
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Points on a vibrating structure move along curved paths rather than straight lines; however, this is largely ignored in modal analysis. Applications where the curved path of motion cannot be ignored include beamlike structures in rotating systems, e.g., helicopter rotor blades, compressor and turbine blades, and even robot arms. In most aeroelastic applications the curvature of the motion is of no consequence. The flutter analysis of T-tails is one notable exception due to the steady-state trim load on the horizontal stabilizer. Modal basis buckling analyses can also be performed when taking the curved path of motion into account. The effective application of quadratic mode shape components to capture the essential kinematics has been shown by several researchers. The usual method of computing the quadratic mode shape components for general structures employs multiple nonlinear static analyses for each component. It is shown here how the quadratic mode shape components for general structures can be obtained using linear static analysis. The derivation is based on energy principles. Only one linear static load case is required for each quadratic component. The method is illustrated for truss structures and applied to nonlinear static analyses of a linear and a geometrically nonlinear structure. The modal method results are compared to finite element nonlinear static analysis results. The proposed method for calculating quadratic mode shape components produces credible results and offers several advantages over the earlier method, viz., the use of linear analysis instead of nonlinear analysis, fewer load cases per quadratic mode shape component, and user-independence.
    keyword(s): Trusses (Building) , Finite element analysis , Deflection , Shapes , Stiffness AND Stress ,
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      Quadratic Mode Shape Components From Linear Finite Element Analysis

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    contributor authorL. H. van Zyl
    contributor authorE. H. Mathews
    date accessioned2017-05-09T00:55:46Z
    date available2017-05-09T00:55:46Z
    date copyrightFebruary, 2012
    date issued2012
    identifier issn1048-9002
    identifier otherJVACEK-28917#014501_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150698
    description abstractPoints on a vibrating structure move along curved paths rather than straight lines; however, this is largely ignored in modal analysis. Applications where the curved path of motion cannot be ignored include beamlike structures in rotating systems, e.g., helicopter rotor blades, compressor and turbine blades, and even robot arms. In most aeroelastic applications the curvature of the motion is of no consequence. The flutter analysis of T-tails is one notable exception due to the steady-state trim load on the horizontal stabilizer. Modal basis buckling analyses can also be performed when taking the curved path of motion into account. The effective application of quadratic mode shape components to capture the essential kinematics has been shown by several researchers. The usual method of computing the quadratic mode shape components for general structures employs multiple nonlinear static analyses for each component. It is shown here how the quadratic mode shape components for general structures can be obtained using linear static analysis. The derivation is based on energy principles. Only one linear static load case is required for each quadratic component. The method is illustrated for truss structures and applied to nonlinear static analyses of a linear and a geometrically nonlinear structure. The modal method results are compared to finite element nonlinear static analysis results. The proposed method for calculating quadratic mode shape components produces credible results and offers several advantages over the earlier method, viz., the use of linear analysis instead of nonlinear analysis, fewer load cases per quadratic mode shape component, and user-independence.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleQuadratic Mode Shape Components From Linear Finite Element Analysis
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4004681
    journal fristpage14501
    identifier eissn1528-8927
    keywordsTrusses (Building)
    keywordsFinite element analysis
    keywordsDeflection
    keywordsShapes
    keywordsStiffness AND Stress
    treeJournal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 001
    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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