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    Simple Mean Free Path Theory for Stresses in a Rapid Granular Flow

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 006
    Author:
    Marijan Babić
    ,
    Hayley H. Shen
    DOI: 10.1061/(ASCE)0733-9399(1989)115:6(1262)
    Publisher: American Society of Civil Engineers
    Abstract: Kinetic stress for a rapidly deforming granular material is first derived. The derivation uses a simple velocity distribution model together with a mean free path concept. Complete stresses including the collisional stresses are obtained using this method. The results compare favorably with those obtained from other theories and experimental data. This model provides an alternative to the more elaborate perturbation techniques used in determining the velocity distribution function. The close agreement between the results obtained from the present model and theories which use more elaborate velocity distributions suggests that details of the velocity distribution are not as important as the correct averaging method for the computation of stresses in a rapidly deforming granular material.
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      Simple Mean Free Path Theory for Stresses in a Rapid Granular Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80342
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    contributor authorMarijan Babić
    contributor authorHayley H. Shen
    date accessioned2017-05-08T22:25:22Z
    date available2017-05-08T22:25:22Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A6%281262%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80342
    description abstractKinetic stress for a rapidly deforming granular material is first derived. The derivation uses a simple velocity distribution model together with a mean free path concept. Complete stresses including the collisional stresses are obtained using this method. The results compare favorably with those obtained from other theories and experimental data. This model provides an alternative to the more elaborate perturbation techniques used in determining the velocity distribution function. The close agreement between the results obtained from the present model and theories which use more elaborate velocity distributions suggests that details of the velocity distribution are not as important as the correct averaging method for the computation of stresses in a rapidly deforming granular material.
    publisherAmerican Society of Civil Engineers
    titleSimple Mean Free Path Theory for Stresses in a Rapid Granular Flow
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:6(1262)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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