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    Pure Bending of Curved Beams of Thin-Walled Rectangular Box Section

    Source: Journal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001::page 154
    Author:
    R. D. Cook
    DOI: 10.1115/1.2897142
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A closed-form solution of the subject problem is presented. The analytical method resembles that used by Bleich (1933) to study curved beams of I or T section. It is found that the circumferential stress may be smaller than a perpendicular stress that arises from flexing of parts of the box. Accuracy of the solution is verified by comparison with finite element analyses.
    keyword(s): Stress AND Finite element analysis ,
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      Pure Bending of Curved Beams of Thin-Walled Rectangular Box Section

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    contributor authorR. D. Cook
    date accessioned2017-05-08T23:34:44Z
    date available2017-05-08T23:34:44Z
    date copyrightMarch, 1991
    date issued1991
    identifier issn0021-8936
    identifier otherJAMCAV-26330#154_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108099
    description abstractA closed-form solution of the subject problem is presented. The analytical method resembles that used by Bleich (1933) to study curved beams of I or T section. It is found that the circumferential stress may be smaller than a perpendicular stress that arises from flexing of parts of the box. Accuracy of the solution is verified by comparison with finite element analyses.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePure Bending of Curved Beams of Thin-Walled Rectangular Box Section
    typeJournal Paper
    journal volume58
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2897142
    journal fristpage154
    journal lastpage156
    identifier eissn1528-9036
    keywordsStress AND Finite element analysis
    treeJournal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001
    contenttypeFulltext
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