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    Buckling of Multilayer Graphene Sheets Subjected to Axial Compression Based on a Continuum Mechanics Model

    Source: Journal of Applied Mechanics:;2018:;volume( 085 ):;issue: 006::page 61002
    Author:
    Kim, Moonhong
    ,
    Im, Seyoung
    DOI: 10.1115/1.4039457
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Buckling of multilayer graphene sheets (MLGSs) subjected to an axial compressive load in plane-strain condition is studied. Closed-form solutions for buckling load of MLGSs are obtained based on a continuum model for MLGSs. Two different kinematic assumptions, which lead to MLGS beam, which was recently proposed by the authors, and the Euler beam, are used to obtain the buckling loads. The obtained solutions yield significantly different buckling loads when the axial length is small. To validate obtained results, molecular dynamics (MD) simulations are conducted, and they show that the MLGS beam model well captures the buckling load of MLGSs. The buckling solution of MLGS beam model provides two interesting facts. First, the buckling load of MLGSs coincides with the Euler buckling load when the length is large. Second, when the number of layers is large, the buckling strain converges to a finite value, and could be expressed as a linear combination of the buckling strain of single-layer graphene and the ratio between the shear rigidity of interlayer and the tensile rigidity of graphene layer. We validate the asymptotic behavior of buckling strain through MD simulations and show that buckling occurs even when the overall thickness is larger than the axial length. Finally, we present a diagram that contains buckling strain of MLGSs according to the boundary conditions, the number of layers, and the axial length.
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      Buckling of Multilayer Graphene Sheets Subjected to Axial Compression Based on a Continuum Mechanics Model

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    contributor authorKim, Moonhong
    contributor authorIm, Seyoung
    date accessioned2019-02-28T10:57:26Z
    date available2019-02-28T10:57:26Z
    date copyright3/20/2018 12:00:00 AM
    date issued2018
    identifier issn0021-8936
    identifier otherjam_085_06_061002.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4251154
    description abstractBuckling of multilayer graphene sheets (MLGSs) subjected to an axial compressive load in plane-strain condition is studied. Closed-form solutions for buckling load of MLGSs are obtained based on a continuum model for MLGSs. Two different kinematic assumptions, which lead to MLGS beam, which was recently proposed by the authors, and the Euler beam, are used to obtain the buckling loads. The obtained solutions yield significantly different buckling loads when the axial length is small. To validate obtained results, molecular dynamics (MD) simulations are conducted, and they show that the MLGS beam model well captures the buckling load of MLGSs. The buckling solution of MLGS beam model provides two interesting facts. First, the buckling load of MLGSs coincides with the Euler buckling load when the length is large. Second, when the number of layers is large, the buckling strain converges to a finite value, and could be expressed as a linear combination of the buckling strain of single-layer graphene and the ratio between the shear rigidity of interlayer and the tensile rigidity of graphene layer. We validate the asymptotic behavior of buckling strain through MD simulations and show that buckling occurs even when the overall thickness is larger than the axial length. Finally, we present a diagram that contains buckling strain of MLGSs according to the boundary conditions, the number of layers, and the axial length.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling of Multilayer Graphene Sheets Subjected to Axial Compression Based on a Continuum Mechanics Model
    typeJournal Paper
    journal volume85
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4039457
    journal fristpage61002
    journal lastpage061002-10
    treeJournal of Applied Mechanics:;2018:;volume( 085 ):;issue: 006
    contenttypeFulltext
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