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    Buckling and Postbuckling Analysis of Graphene Origami–Enabled Auxetic Metamaterial Sandwich Toroidal Shell Segments Subjected to Axial Compression

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 005::page 04025012-1
    Author:
    Farzad Ebrahimi
    ,
    Mohammadhossein Goudarzfallahi
    ,
    Ali Alinia Ziazi
    DOI: 10.1061/JENMDT.EMENG-7954
    Publisher: American Society of Civil Engineers
    Abstract: Due to the ongoing interest in novel negative Poisson ratio (NPR) materials, this study examines the buckling and postbuckling behavior of sandwich-structured composite toroidal shell segments (TSS) with graphene origami (GOri)–reinforced auxetic core and face sheets reinforced with carbon nanotubes (CNTs). These TSS are subjected to axial compression and surrounded by an elastic foundation. The CNTs are embedded in a polymer matrix with either a uniform distribution (UD) or a functionally graded (FG) distribution across the shell thickness. The nonlinear equilibrium equations of the longitudinally shallow shells are derived using von Kármán shell theory and Stein and McElman approximations, with the Winkler–Pasternak elastic foundation employed to model the shell–foundation interaction. A three-term solution for deflection under simply supported boundary conditions is utilized, and the Galerkin method is applied to establish the nonlinear load–deflection relationship. This relationship is subsequently used to determine buckling loads and postbuckling behavior. Numerical investigations focus on the impact of the GOri-enabled-core sandwich TSS, taking into account the CNT volume fraction, distribution types, geometrical parameters, and the presence of an elastic medium on their buckling and postbuckling performance.
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      Buckling and Postbuckling Analysis of Graphene Origami–Enabled Auxetic Metamaterial Sandwich Toroidal Shell Segments Subjected to Axial Compression

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4307350
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    contributor authorFarzad Ebrahimi
    contributor authorMohammadhossein Goudarzfallahi
    contributor authorAli Alinia Ziazi
    date accessioned2025-08-17T22:43:30Z
    date available2025-08-17T22:43:30Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJENMDT.EMENG-7954.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307350
    description abstractDue to the ongoing interest in novel negative Poisson ratio (NPR) materials, this study examines the buckling and postbuckling behavior of sandwich-structured composite toroidal shell segments (TSS) with graphene origami (GOri)–reinforced auxetic core and face sheets reinforced with carbon nanotubes (CNTs). These TSS are subjected to axial compression and surrounded by an elastic foundation. The CNTs are embedded in a polymer matrix with either a uniform distribution (UD) or a functionally graded (FG) distribution across the shell thickness. The nonlinear equilibrium equations of the longitudinally shallow shells are derived using von Kármán shell theory and Stein and McElman approximations, with the Winkler–Pasternak elastic foundation employed to model the shell–foundation interaction. A three-term solution for deflection under simply supported boundary conditions is utilized, and the Galerkin method is applied to establish the nonlinear load–deflection relationship. This relationship is subsequently used to determine buckling loads and postbuckling behavior. Numerical investigations focus on the impact of the GOri-enabled-core sandwich TSS, taking into account the CNT volume fraction, distribution types, geometrical parameters, and the presence of an elastic medium on their buckling and postbuckling performance.
    publisherAmerican Society of Civil Engineers
    titleBuckling and Postbuckling Analysis of Graphene Origami–Enabled Auxetic Metamaterial Sandwich Toroidal Shell Segments Subjected to Axial Compression
    typeJournal Article
    journal volume151
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7954
    journal fristpage04025012-1
    journal lastpage04025012-10
    page10
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 005
    contenttypeFulltext
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