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    Hyperelastic or Hypoelastic Granular Circular Chain Instability in a Geometrically Exact Framework

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009::page 04022053
    Author:
    Noël Challamel
    ,
    François Nicot
    ,
    Antoine Wautier
    ,
    Félix Darve
    ,
    Jean Lerbet
    DOI: 10.1061/(ASCE)EM.1943-7889.0002139
    Publisher: ASCE
    Abstract: This paper investigates several granular interaction laws used in the modeling of discrete granular media. In the considered model, each grain interacts with its neighbors with a coupled shear-normal interaction law. The analysis is performed in a geometrically exact framework allowing large rotation and displacement evolutions, without any geometrical approximations. It is shown that most of the granular interaction laws available in the literature are classified as hypoelastic interaction laws, and we precise the requirements to build some hyperelastic interaction laws that avoid artificial dissipation. We also show that the uncoupled granular interaction law is hyperelastic for all the studied models. The analysis is applied to a paradigmatic elementary system of a granular loop with a diamond pattern (a four-grain cyclic granular chain) loaded by concentrated forces. Instabilities are observed for large displacement of the diamond chain for all the classified models. It is observed that the discrepancies between each model may grow during the deformation process. The instability phenomenon is associated with the appearance of a limit load for this granular structural problem due to large nonlinear geometrical effects. Blocking phenomena may also appear for such granular structural systems due to secondary granular contacts.
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      Hyperelastic or Hypoelastic Granular Circular Chain Instability in a Geometrically Exact Framework

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4286252
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    contributor authorNoël Challamel
    contributor authorFrançois Nicot
    contributor authorAntoine Wautier
    contributor authorFélix Darve
    contributor authorJean Lerbet
    date accessioned2022-08-18T12:14:07Z
    date available2022-08-18T12:14:07Z
    date issued2022/07/12
    identifier other%28ASCE%29EM.1943-7889.0002139.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286252
    description abstractThis paper investigates several granular interaction laws used in the modeling of discrete granular media. In the considered model, each grain interacts with its neighbors with a coupled shear-normal interaction law. The analysis is performed in a geometrically exact framework allowing large rotation and displacement evolutions, without any geometrical approximations. It is shown that most of the granular interaction laws available in the literature are classified as hypoelastic interaction laws, and we precise the requirements to build some hyperelastic interaction laws that avoid artificial dissipation. We also show that the uncoupled granular interaction law is hyperelastic for all the studied models. The analysis is applied to a paradigmatic elementary system of a granular loop with a diamond pattern (a four-grain cyclic granular chain) loaded by concentrated forces. Instabilities are observed for large displacement of the diamond chain for all the classified models. It is observed that the discrepancies between each model may grow during the deformation process. The instability phenomenon is associated with the appearance of a limit load for this granular structural problem due to large nonlinear geometrical effects. Blocking phenomena may also appear for such granular structural systems due to secondary granular contacts.
    publisherASCE
    titleHyperelastic or Hypoelastic Granular Circular Chain Instability in a Geometrically Exact Framework
    typeJournal Article
    journal volume148
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0002139
    journal fristpage04022053
    journal lastpage04022053-12
    page12
    treeJournal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009
    contenttypeFulltext
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