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    Observations on Higher‐Order Beam Theory

    Source: Journal of Aerospace Engineering:;1993:;Volume ( 006 ):;issue: 004
    Author:
    A. Bhimaraddi
    ,
    K. Chandrashekhara
    DOI: 10.1061/(ASCE)0893-1321(1993)6:4(408)
    Publisher: American Society of Civil Engineers
    Abstract: A parabolic shear‐deformation beam theory assuming a higher‐order variation for axial displacement has been recently presented. In this theory, the axial displacement variation can be selected so that it results in a suitable admissible transverse shear‐strain variation across the depth of the beam. This paper examines several transverse shear‐strain variations that can go with the aforementioned higher‐order theory. Apart from the usual simple parabolic variation, six other shear‐strain variations are considered: the sinusoidal variation, cubic, quartic, quintic, and sixth‐order polynomials. All these variations for transverse shear‐strain satisfy the requirement that the shear strain be zero at the extreme fibers
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      Observations on Higher‐Order Beam Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44769
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    contributor authorA. Bhimaraddi
    contributor authorK. Chandrashekhara
    date accessioned2017-05-08T21:15:46Z
    date available2017-05-08T21:15:46Z
    date copyrightOctober 1993
    date issued1993
    identifier other%28asce%290893-1321%281993%296%3A4%28408%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44769
    description abstractA parabolic shear‐deformation beam theory assuming a higher‐order variation for axial displacement has been recently presented. In this theory, the axial displacement variation can be selected so that it results in a suitable admissible transverse shear‐strain variation across the depth of the beam. This paper examines several transverse shear‐strain variations that can go with the aforementioned higher‐order theory. Apart from the usual simple parabolic variation, six other shear‐strain variations are considered: the sinusoidal variation, cubic, quartic, quintic, and sixth‐order polynomials. All these variations for transverse shear‐strain satisfy the requirement that the shear strain be zero at the extreme fibers
    publisherAmerican Society of Civil Engineers
    titleObservations on Higher‐Order Beam Theory
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(1993)6:4(408)
    treeJournal of Aerospace Engineering:;1993:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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