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    Natural Vibrations of a Clamped-Clamped Arch With an Open Transverse Crack

    Source: Journal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 002::page 145
    Author:
    M. Krawczuk
    ,
    W. Ostachowicz
    DOI: 10.1115/1.2889695
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents a finite element model of the arch with a transverse, one-edge crack. A part of the cracked arch is modelled by a curved beam finite element with the crack. Parts of the arch without the crack are modelled by noncracked curved beam finite elements. The crack occurring in the arch is nonpropagating and open. It is assumed that the crack changes only the stiffness of the arch, whereas the mass is unchanged. The method of the formation of the stiffness matrix of a curved beam finite element with the crack is presented. The effects of the crack location and its length on the changes of the in-plane natural frequencies and mode shapes of the clamped-clamped arch are studied.
    keyword(s): Vibration , Arches , Fracture (Materials) , Finite element analysis , Stiffness , Finite element model , Frequency AND Shapes ,
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      Natural Vibrations of a Clamped-Clamped Arch With an Open Transverse Crack

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/119729
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    contributor authorM. Krawczuk
    contributor authorW. Ostachowicz
    date accessioned2017-05-08T23:55:19Z
    date available2017-05-08T23:55:19Z
    date copyrightApril, 1997
    date issued1997
    identifier issn1048-9002
    identifier otherJVACEK-28837#145_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119729
    description abstractThe paper presents a finite element model of the arch with a transverse, one-edge crack. A part of the cracked arch is modelled by a curved beam finite element with the crack. Parts of the arch without the crack are modelled by noncracked curved beam finite elements. The crack occurring in the arch is nonpropagating and open. It is assumed that the crack changes only the stiffness of the arch, whereas the mass is unchanged. The method of the formation of the stiffness matrix of a curved beam finite element with the crack is presented. The effects of the crack location and its length on the changes of the in-plane natural frequencies and mode shapes of the clamped-clamped arch are studied.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNatural Vibrations of a Clamped-Clamped Arch With an Open Transverse Crack
    typeJournal Paper
    journal volume119
    journal issue2
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2889695
    journal fristpage145
    journal lastpage151
    identifier eissn1528-8927
    keywordsVibration
    keywordsArches
    keywordsFracture (Materials)
    keywordsFinite element analysis
    keywordsStiffness
    keywordsFinite element model
    keywordsFrequency AND Shapes
    treeJournal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 002
    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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