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    On the Use of Zigzag Functions in Equivalent Single Layer Theories for Laminated Composite and Sandwich Beams: A Comparative Study and Some Observations on External Weak Layers

    Source: Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006::page 61004
    Author:
    Gherlone, Marco
    DOI: 10.1115/1.4023690
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents a comparison between two existing zigzag functions that are used to improve equivalent single layer (ESL) theories for the analysis of multilayered composite and sandwich beams. ESL theories are easy to implement and computationally affordable but, in order to correctly describe the mechanical behavior of laminated structures (especially those exhibiting high transverse anisotropy or high thicknesstoside length ratios), the displacement field needs to be enriched by a throughthethickness piecewise linear contribution denoted as “zigzag.â€‌ The zigzag term of the displacement field is used to model the local distortion of the cross section in each lamina of multilayered structures and is related to the continuity of transverse stresses. The paper considers two zigzag functions that have been proposed in the open literature (namely Murakami's zigzag function and the refined zigzag function) and compares their performances when they are used to improve the classical Timoshenko beam theory; both displacementbased and mixed formulations are considered. To the best of the author's knowledge, such a comparative study has never been published. The problem of a simply supported beam subjected to a transverse distributed load is considered as a test case. Several stacking sequences, ranging from monolithic to sandwichlike and from symmetric to arbitrary, are considered. The special case of laminates with external weak layers is also investigated and the effects of these layups on the derivation of the refined zigzag function are analyzed for the first time. The capability of the tested zigzag functions to help evaluate the overall deflection and model the throughthethickness distribution of the axial displacement and stress is investigated. It has been recognized that the refined zigzag function is more accurate, especially for unsymmetric and arbitrary layups and can be adopted to efficiently introduce zigzag kinematics into any ESL theory.
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      On the Use of Zigzag Functions in Equivalent Single Layer Theories for Laminated Composite and Sandwich Beams: A Comparative Study and Some Observations on External Weak Layers

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    contributor authorGherlone, Marco
    date accessioned2017-05-09T00:56:24Z
    date available2017-05-09T00:56:24Z
    date issued2013
    identifier issn0021-8936
    identifier otherjam_80_06_061004.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150937
    description abstractThe paper presents a comparison between two existing zigzag functions that are used to improve equivalent single layer (ESL) theories for the analysis of multilayered composite and sandwich beams. ESL theories are easy to implement and computationally affordable but, in order to correctly describe the mechanical behavior of laminated structures (especially those exhibiting high transverse anisotropy or high thicknesstoside length ratios), the displacement field needs to be enriched by a throughthethickness piecewise linear contribution denoted as “zigzag.â€‌ The zigzag term of the displacement field is used to model the local distortion of the cross section in each lamina of multilayered structures and is related to the continuity of transverse stresses. The paper considers two zigzag functions that have been proposed in the open literature (namely Murakami's zigzag function and the refined zigzag function) and compares their performances when they are used to improve the classical Timoshenko beam theory; both displacementbased and mixed formulations are considered. To the best of the author's knowledge, such a comparative study has never been published. The problem of a simply supported beam subjected to a transverse distributed load is considered as a test case. Several stacking sequences, ranging from monolithic to sandwichlike and from symmetric to arbitrary, are considered. The special case of laminates with external weak layers is also investigated and the effects of these layups on the derivation of the refined zigzag function are analyzed for the first time. The capability of the tested zigzag functions to help evaluate the overall deflection and model the throughthethickness distribution of the axial displacement and stress is investigated. It has been recognized that the refined zigzag function is more accurate, especially for unsymmetric and arbitrary layups and can be adopted to efficiently introduce zigzag kinematics into any ESL theory.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn the Use of Zigzag Functions in Equivalent Single Layer Theories for Laminated Composite and Sandwich Beams: A Comparative Study and Some Observations on External Weak Layers
    typeJournal Paper
    journal volume80
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4023690
    journal fristpage61004
    journal lastpage61004
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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