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    Large Deformations of Circular Rings Under Nonuniform Normal Pressure

    Source: Journal of Applied Mechanics:;1974:;volume( 041 ):;issue: 001::page 192
    Author:
    P. Seide
    ,
    T. M. M. Jamjoom
    DOI: 10.1115/1.3423222
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The deformations and static stability of thin elastic circular rings under nonuniform pressures are studied. The investigation takes into account large bending deformations of the ring which is treated as an elastica. The loads considered remain normal to the center line during deformations. Numerical methods are used to solve the ordinary differential equations of equilibrium and of perturbed equilibrium for a particular case of loads which vary as p = p0 (1 + q cos 2θ). The ring is found to deform only in a doubly symmetric fashion. Static buckling into an asymmetric deformation pattern does not occur.
    keyword(s): Deformation , Pressure , Stress , Equilibrium (Physics) , Differential equations , Numerical analysis , Buckling AND Stability ,
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      Large Deformations of Circular Rings Under Nonuniform Normal Pressure

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    https://yetl.yabesh.ir/yetl1/handle/yetl/164547
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    contributor authorP. Seide
    contributor authorT. M. M. Jamjoom
    date accessioned2017-05-09T01:37:45Z
    date available2017-05-09T01:37:45Z
    date copyrightMarch, 1974
    date issued1974
    identifier issn0021-8936
    identifier otherJAMCAV-26002#192_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164547
    description abstractThe deformations and static stability of thin elastic circular rings under nonuniform pressures are studied. The investigation takes into account large bending deformations of the ring which is treated as an elastica. The loads considered remain normal to the center line during deformations. Numerical methods are used to solve the ordinary differential equations of equilibrium and of perturbed equilibrium for a particular case of loads which vary as p = p0 (1 + q cos 2θ). The ring is found to deform only in a doubly symmetric fashion. Static buckling into an asymmetric deformation pattern does not occur.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLarge Deformations of Circular Rings Under Nonuniform Normal Pressure
    typeJournal Paper
    journal volume41
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423222
    journal fristpage192
    journal lastpage196
    identifier eissn1528-9036
    keywordsDeformation
    keywordsPressure
    keywordsStress
    keywordsEquilibrium (Physics)
    keywordsDifferential equations
    keywordsNumerical analysis
    keywordsBuckling AND Stability
    treeJournal of Applied Mechanics:;1974:;volume( 041 ):;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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