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    Stress Distribution and Deformation of Adhesive‐Bonded Laminated Composite Beams

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 006
    Author:
    S. Cheng
    ,
    X. Wei
    ,
    T. Jiang
    DOI: 10.1061/(ASCE)0733-9399(1989)115:6(1150)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the three‐dimensional elasticity solution of flexure and torsion in adhesive‐bonded multilayered beams of uniform cross section having one end fixed and the other end loaded by transverse forces. In the course of this analysis, stresses and deflections are obtained. Results produced in this paper are also applicable to problems of simply supported or clamped beams with a concentrated load applied at its middle span. The results of the present analysis of flexure of multilayered beams may also be used to calculate Euler's buckling load. Numerical results are presented to illustrate the distribution of shearing stresses due to transverse force and torque. Since delamination failure often occurs at the interfaces of two adjacent layers of laminated structural elements, the distribution of sharing stress in the interfaces of the layers and its intensity are of primary concern in the design of laminated composite beams.
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      Stress Distribution and Deformation of Adhesive‐Bonded Laminated Composite Beams

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    contributor authorS. Cheng
    contributor authorX. Wei
    contributor authorT. Jiang
    date accessioned2017-05-08T22:25:06Z
    date available2017-05-08T22:25:06Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A6%281150%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80275
    description abstractThis paper is concerned with the three‐dimensional elasticity solution of flexure and torsion in adhesive‐bonded multilayered beams of uniform cross section having one end fixed and the other end loaded by transverse forces. In the course of this analysis, stresses and deflections are obtained. Results produced in this paper are also applicable to problems of simply supported or clamped beams with a concentrated load applied at its middle span. The results of the present analysis of flexure of multilayered beams may also be used to calculate Euler's buckling load. Numerical results are presented to illustrate the distribution of shearing stresses due to transverse force and torque. Since delamination failure often occurs at the interfaces of two adjacent layers of laminated structural elements, the distribution of sharing stress in the interfaces of the layers and its intensity are of primary concern in the design of laminated composite beams.
    publisherAmerican Society of Civil Engineers
    titleStress Distribution and Deformation of Adhesive‐Bonded Laminated Composite Beams
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:6(1150)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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