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    Buckling Analysis of Angle-Ply Multilaminated Long Hollow Cylinders

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008
    Author:
    Jianqiao Ye
    DOI: 10.1061/(ASCE)0733-9399(1999)125:8(964)
    Publisher: American Society of Civil Engineers
    Abstract: The buckling problem of angle-ply laminated long hollow cylinders under axial compression is investigated on the basis of 3D elasticity considerations. The study is based on a recursive and successive approximation method and the introduction of a periodic complex displacement field. By this approach, the composite cylinders may be composed of a number of anisotropic layers, each of which may have different material properties, thicknesses, and laminate profile. The eigenvalue problem, from which the buckling load is found, always has a dimension of 3 × 3, regardless of the number of the layers. The buckling of either symmetric or antisymmetric angle-ply laminated cylinders under axial compression is investigated through a parametric study. The results are presented in graphic form for cylinders having various thicknesses and layups.
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      Buckling Analysis of Angle-Ply Multilaminated Long Hollow Cylinders

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    contributor authorJianqiao Ye
    date accessioned2017-05-08T22:39:01Z
    date available2017-05-08T22:39:01Z
    date copyrightAugust 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A8%28964%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85051
    description abstractThe buckling problem of angle-ply laminated long hollow cylinders under axial compression is investigated on the basis of 3D elasticity considerations. The study is based on a recursive and successive approximation method and the introduction of a periodic complex displacement field. By this approach, the composite cylinders may be composed of a number of anisotropic layers, each of which may have different material properties, thicknesses, and laminate profile. The eigenvalue problem, from which the buckling load is found, always has a dimension of 3 × 3, regardless of the number of the layers. The buckling of either symmetric or antisymmetric angle-ply laminated cylinders under axial compression is investigated through a parametric study. The results are presented in graphic form for cylinders having various thicknesses and layups.
    publisherAmerican Society of Civil Engineers
    titleBuckling Analysis of Angle-Ply Multilaminated Long Hollow Cylinders
    typeJournal Paper
    journal volume125
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:8(964)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008
    contenttypeFulltext
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