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    Design of Honeycombs for Modulus and Yield Strain in Shear

    Source: Journal of Engineering Materials and Technology:;2012:;volume( 134 ):;issue: 001::page 11002
    Author:
    Jaehyung Ju
    ,
    Joshua D. Summers
    ,
    John Ziegert
    ,
    George Fadel
    DOI: 10.1115/1.4004488
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The low in-plane modulus of honeycombs may be used for compliant structures with a high elastic limit while maintaining a required modulus. Numerical and finite element (FE) studies for a functional design of honeycombs having a high shear strength, (τpl *)12 and a high shear yield strain, (γpl *)12 are conducted with two material selections—mild-steel (MS) and polycarbonate (PC) and five honeycomb configurations, when they are designed to be a target shear modulus, G12 * of 6.5 MPa. A numerical study of cellular materials theory is used to explore the elastic limit of honeycombs. FE analysis is also employed to validate the numerical study. Cell wall thicknesses are found for each material to reach the target G12 * for available cell heights with five honeycomb configurations. Both MS and PC honeycombs can be tailored to have the G12 * of 6.5 MPa with 0.1–0.5 mm and 0.3–2.2 mm cell wall thicknesses, respectively, depending on the number of vertical stacks, N. The PC auxetic honeycomb with θ= −20 deg shows high shear flexibility, when honeycombs are designed to be the G12* of 6.5 MPa; a 0.72 MPa (τpl *)12 and a 13% (γpl *)12 . The authors demonstrate a functional design with cellular materials with a large design space through the control of both material and geometry to generate a shear flexible property.
    keyword(s): Shear (Mechanics) , Design AND Wall thickness ,
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      Design of Honeycombs for Modulus and Yield Strain in Shear

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    contributor authorJaehyung Ju
    contributor authorJoshua D. Summers
    contributor authorJohn Ziegert
    contributor authorGeorge Fadel
    date accessioned2017-05-09T00:50:56Z
    date available2017-05-09T00:50:56Z
    date copyrightJanuary, 2012
    date issued2012
    identifier issn0094-4289
    identifier otherJEMTA8-27149#011002_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/149020
    description abstractThe low in-plane modulus of honeycombs may be used for compliant structures with a high elastic limit while maintaining a required modulus. Numerical and finite element (FE) studies for a functional design of honeycombs having a high shear strength, (τpl *)12 and a high shear yield strain, (γpl *)12 are conducted with two material selections—mild-steel (MS) and polycarbonate (PC) and five honeycomb configurations, when they are designed to be a target shear modulus, G12 * of 6.5 MPa. A numerical study of cellular materials theory is used to explore the elastic limit of honeycombs. FE analysis is also employed to validate the numerical study. Cell wall thicknesses are found for each material to reach the target G12 * for available cell heights with five honeycomb configurations. Both MS and PC honeycombs can be tailored to have the G12 * of 6.5 MPa with 0.1–0.5 mm and 0.3–2.2 mm cell wall thicknesses, respectively, depending on the number of vertical stacks, N. The PC auxetic honeycomb with θ= −20 deg shows high shear flexibility, when honeycombs are designed to be the G12* of 6.5 MPa; a 0.72 MPa (τpl *)12 and a 13% (γpl *)12 . The authors demonstrate a functional design with cellular materials with a large design space through the control of both material and geometry to generate a shear flexible property.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDesign of Honeycombs for Modulus and Yield Strain in Shear
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.4004488
    journal fristpage11002
    identifier eissn1528-8889
    keywordsShear (Mechanics)
    keywordsDesign AND Wall thickness
    treeJournal of Engineering Materials and Technology:;2012:;volume( 134 ):;issue: 001
    contenttypeFulltext
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