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    Failure Surfaces for Finitely Strained Two-Phase Periodic Solids Under General In-Plane Loading

    Source: Journal of Applied Mechanics:;2006:;volume( 073 ):;issue: 003::page 505
    Author:
    N. Triantafyllidis
    ,
    M. W. Schraad
    ,
    M. D. Nestorović
    DOI: 10.1115/1.2126695
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For ductile solids with periodic microstructures (e.g., honeycombs, fiber-reinforced composites, cellular solids) which are loaded primarily in compression, their ultimate failure is related to the onset of a buckling mode. Consequently, for periodic solids of infinite extent, one can define as the onset of failure the first occurrence of a bifurcation in the fundamental solution, for which all cells deform identically. By following all possible loading paths in strain or stress space, one can construct onset-of-failure surfaces for finitely strained, rate-independent solids with arbitrary microstructures. The calculations required are based on a Bloch wave analysis on the deformed unit cell. The presentation of the general theory is followed by the description of a numerical algorithm which reduces the size of stability matrices by an order of magnitude, thus improving the computational efficiency for the case of continuum unit cells. The theory is subsequently applied to porous and particle-reinforced hyperelastic solids with circular inclusions of variable stiffness. The corresponding failure surfaces in strain-space, the wavelength of the instabilities, and their dependence on micro-geometry and macroscopic loading conditions are presented and discussed.
    keyword(s): Solids , Failure , Stability , Waves , Compression , Wavelength , Algorithms AND Stress ,
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      Failure Surfaces for Finitely Strained Two-Phase Periodic Solids Under General In-Plane Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/133035
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    contributor authorN. Triantafyllidis
    contributor authorM. W. Schraad
    contributor authorM. D. Nestorović
    date accessioned2017-05-09T00:18:37Z
    date available2017-05-09T00:18:37Z
    date copyrightMay, 2006
    date issued2006
    identifier issn0021-8936
    identifier otherJAMCAV-26599#505_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/133035
    description abstractFor ductile solids with periodic microstructures (e.g., honeycombs, fiber-reinforced composites, cellular solids) which are loaded primarily in compression, their ultimate failure is related to the onset of a buckling mode. Consequently, for periodic solids of infinite extent, one can define as the onset of failure the first occurrence of a bifurcation in the fundamental solution, for which all cells deform identically. By following all possible loading paths in strain or stress space, one can construct onset-of-failure surfaces for finitely strained, rate-independent solids with arbitrary microstructures. The calculations required are based on a Bloch wave analysis on the deformed unit cell. The presentation of the general theory is followed by the description of a numerical algorithm which reduces the size of stability matrices by an order of magnitude, thus improving the computational efficiency for the case of continuum unit cells. The theory is subsequently applied to porous and particle-reinforced hyperelastic solids with circular inclusions of variable stiffness. The corresponding failure surfaces in strain-space, the wavelength of the instabilities, and their dependence on micro-geometry and macroscopic loading conditions are presented and discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFailure Surfaces for Finitely Strained Two-Phase Periodic Solids Under General In-Plane Loading
    typeJournal Paper
    journal volume73
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2126695
    journal fristpage505
    journal lastpage515
    identifier eissn1528-9036
    keywordsSolids
    keywordsFailure
    keywordsStability
    keywordsWaves
    keywordsCompression
    keywordsWavelength
    keywordsAlgorithms AND Stress
    treeJournal of Applied Mechanics:;2006:;volume( 073 ):;issue: 003
    contenttypeFulltext
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