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    Onset of Transition for Cohesive and Viscous Granular Flows

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 010
    Author:
    Hayley Shen
    ,
    Jan-Olov Aidanpää
    DOI: 10.1061/(ASCE)0733-9399(1998)124:10(1073)
    Publisher: American Society of Civil Engineers
    Abstract: A theory for determining the onset of rapid flow or termination of quasi-static flow in a cohesive granular material mixed in a viscous interstitial fluid is presented. This theory is based on a one-dimensional model introduced in an earlier paper. Linear stability analysis is used to find the combination of material properties and flow rate for which a quasi-static flow becomes unstable, indicating the onset of rapid flow. This theory yields a quantitative criterion to select appropriate constitutive laws for viscous and cohesive granular material. This criterion is a linear approximation of the theoretical result. While it provides the critical condition for quasi-static flow to terminate, it does not give the transitional constitutive law before a rapid flow is fully developed, for which a second power law dependence on the strain rate applies. Nonetheless, the analysis and modeling effort presented in this work are necessary first steps toward a general quantification of how granular materials, with identical physical composition, can behave in drastically different ways.
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      Onset of Transition for Cohesive and Viscous Granular Flows

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    contributor authorHayley Shen
    contributor authorJan-Olov Aidanpää
    date accessioned2017-05-08T22:38:26Z
    date available2017-05-08T22:38:26Z
    date copyrightOctober 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A10%281073%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84688
    description abstractA theory for determining the onset of rapid flow or termination of quasi-static flow in a cohesive granular material mixed in a viscous interstitial fluid is presented. This theory is based on a one-dimensional model introduced in an earlier paper. Linear stability analysis is used to find the combination of material properties and flow rate for which a quasi-static flow becomes unstable, indicating the onset of rapid flow. This theory yields a quantitative criterion to select appropriate constitutive laws for viscous and cohesive granular material. This criterion is a linear approximation of the theoretical result. While it provides the critical condition for quasi-static flow to terminate, it does not give the transitional constitutive law before a rapid flow is fully developed, for which a second power law dependence on the strain rate applies. Nonetheless, the analysis and modeling effort presented in this work are necessary first steps toward a general quantification of how granular materials, with identical physical composition, can behave in drastically different ways.
    publisherAmerican Society of Civil Engineers
    titleOnset of Transition for Cohesive and Viscous Granular Flows
    typeJournal Paper
    journal volume124
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:10(1073)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 010
    contenttypeFulltext
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