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    Collisional Stress in Granular Flows: Bagnold Revisited

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    Author:
    Gary C. Pasquarell
    ,
    Norbert L. Ackermann
    ,
    Hayley H. Shen
    ,
    Mark A. Hopkins
    DOI: 10.1061/(ASCE)0733-9399(1988)114:1(49)
    Publisher: American Society of Civil Engineers
    Abstract: A formulation by Bagnold for the constitutive relations in dense, rapidly sheared granular flows is reexamined in light of more recent developments based on the kinetic theory of dense gases. Bagnold's formulation expressed stress as the product of three averaged quantities: the number density of solids per unit area; frequency of intergranular collisions per particle; and momentum transfer per collision. These three terms are derived from the kinetic theory formulation in order to make clear the relationship between the two approaches. The resulting terms are more accurately modeled than those from Bagnold's original work. In particular, the tensorial nature of the stresses is preserved, whereas the previous formulation yielded a traction force. A model of the particle kinematics is incorporated into the kinetic formulation, which is simpler than those previously used and proves to be, in this case, a reasonable approximation. The stress tensor is computed for the simple shear flow of smooth, identical, inelastic disks. A reasonable agreement is found between these results and the results of numerical simulations by other researchers.
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      Collisional Stress in Granular Flows: Bagnold Revisited

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    http://yetl.yabesh.ir/yetl1/handle/yetl/77386
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    contributor authorGary C. Pasquarell
    contributor authorNorbert L. Ackermann
    contributor authorHayley H. Shen
    contributor authorMark A. Hopkins
    date accessioned2017-05-08T22:19:01Z
    date available2017-05-08T22:19:01Z
    date copyrightJanuary 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A1%2849%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77386
    description abstractA formulation by Bagnold for the constitutive relations in dense, rapidly sheared granular flows is reexamined in light of more recent developments based on the kinetic theory of dense gases. Bagnold's formulation expressed stress as the product of three averaged quantities: the number density of solids per unit area; frequency of intergranular collisions per particle; and momentum transfer per collision. These three terms are derived from the kinetic theory formulation in order to make clear the relationship between the two approaches. The resulting terms are more accurately modeled than those from Bagnold's original work. In particular, the tensorial nature of the stresses is preserved, whereas the previous formulation yielded a traction force. A model of the particle kinematics is incorporated into the kinetic formulation, which is simpler than those previously used and proves to be, in this case, a reasonable approximation. The stress tensor is computed for the simple shear flow of smooth, identical, inelastic disks. A reasonable agreement is found between these results and the results of numerical simulations by other researchers.
    publisherAmerican Society of Civil Engineers
    titleCollisional Stress in Granular Flows: Bagnold Revisited
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:1(49)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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