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    An Energy Approach to the Dynamic Stability of Arches

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 004::page 1012
    Author:
    M. C. Cheung
    ,
    C. D. Babcock
    DOI: 10.1115/1.3408652
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Concentrated static and step loading were applied to circular arches with geometric parameters 7 < γ < 20. The static equilibrium path and the dynamic response at the loading position were recorded. Dynamic buckling is distinct. Supercritical and subcritical response were separated by 0.5 percent of the total load. The sensitivity of the arch to off set loading was studied. The effect was pronounced in the static tests but moderate in the dynamic case. An energy approach was used to determine the lower, and upper bound for the critical step load. The lower bound agrees well with the experimental results.
    keyword(s): Arches , Dynamic stability , Stress , Equilibrium (Physics) , Buckling AND Dynamic response ,
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      An Energy Approach to the Dynamic Stability of Arches

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    contributor authorM. C. Cheung
    contributor authorC. D. Babcock
    date accessioned2017-05-09T00:30:43Z
    date available2017-05-09T00:30:43Z
    date copyrightDecember, 1970
    date issued1970
    identifier issn0021-8936
    identifier otherJAMCAV-25927#1012_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139445
    description abstractConcentrated static and step loading were applied to circular arches with geometric parameters 7 < γ < 20. The static equilibrium path and the dynamic response at the loading position were recorded. Dynamic buckling is distinct. Supercritical and subcritical response were separated by 0.5 percent of the total load. The sensitivity of the arch to off set loading was studied. The effect was pronounced in the static tests but moderate in the dynamic case. An energy approach was used to determine the lower, and upper bound for the critical step load. The lower bound agrees well with the experimental results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Energy Approach to the Dynamic Stability of Arches
    typeJournal Paper
    journal volume37
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3408652
    journal fristpage1012
    journal lastpage1018
    identifier eissn1528-9036
    keywordsArches
    keywordsDynamic stability
    keywordsStress
    keywordsEquilibrium (Physics)
    keywordsBuckling AND Dynamic response
    treeJournal of Applied Mechanics:;1970:;volume( 037 ):;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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