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    On Torsion of Closed Thin-Wall Members With Arbitrary Stress-Strain Laws: A General Criterion for Cross Sections Exhibiting No Warping

    Source: Journal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003::page 460
    Author:
    A. Chiskis
    ,
    R. Parnes
    DOI: 10.1115/1.1313821
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Warping due to torsion of closed thin-wall elastic members having constant thickness is investigated under the assumption of small strain but with arbitrary isotropic shear stress-strain laws. Based on a derived general criterion, it is shown that there exists a class of cross-sections which undergo no warping. For cases where warping exists, an example of simplified calculations, using the derived expressions, is presented for warping of a thin-wall rectangle. [S0021-8936(00)03503-0]
    keyword(s): Stress , Cross section (Physics) , Torsion , Warping , Thickness AND Thin wall structures ,
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      On Torsion of Closed Thin-Wall Members With Arbitrary Stress-Strain Laws: A General Criterion for Cross Sections Exhibiting No Warping

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    http://yetl.yabesh.ir/yetl1/handle/yetl/123227
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    contributor authorA. Chiskis
    contributor authorR. Parnes
    date accessioned2017-05-09T00:01:41Z
    date available2017-05-09T00:01:41Z
    date copyrightSeptember, 2000
    date issued2000
    identifier issn0021-8936
    identifier otherJAMCAV-26157#460_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123227
    description abstractWarping due to torsion of closed thin-wall elastic members having constant thickness is investigated under the assumption of small strain but with arbitrary isotropic shear stress-strain laws. Based on a derived general criterion, it is shown that there exists a class of cross-sections which undergo no warping. For cases where warping exists, an example of simplified calculations, using the derived expressions, is presented for warping of a thin-wall rectangle. [S0021-8936(00)03503-0]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn Torsion of Closed Thin-Wall Members With Arbitrary Stress-Strain Laws: A General Criterion for Cross Sections Exhibiting No Warping
    typeJournal Paper
    journal volume67
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1313821
    journal fristpage460
    journal lastpage464
    identifier eissn1528-9036
    keywordsStress
    keywordsCross section (Physics)
    keywordsTorsion
    keywordsWarping
    keywordsThickness AND Thin wall structures
    treeJournal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003
    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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