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    Discharge and the Eccentricity of the Hopper Influence on the Silo Wall Pressures

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 010
    Author:
    F. Ayuga
    ,
    M. Guaita
    ,
    P. J. Aguado
    ,
    A. Couto
    DOI: 10.1061/(ASCE)0733-9399(2001)127:10(1067)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this work is to perform an analysis of pressure distributions in grain silos for both the discharge and static conditions with eccentric outlets. To this end, the commercial ANSYS program, based on the finite-element method is employed. In this paper, results are presented for a silo with a height of 10.5 m (cylinder height 8 m, base cone height 2.5 m), a silo radius of 3 m, and an outlet radius of 0.5 m. Outlet eccentricity ranged from 0% (central outlet) to 100% (maximally eccentric outlet, tangential to the silo cylinder). Based on the results, this paper proposes new methods of analyzing silo discharge and the influence of outlet eccentricity. The discharge model combines both dilatancy and type of discharge effects. 3D models were developed to analyze the eccentricity of the outlet. The results are compared with previous research data and with standard design guidelines.
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      Discharge and the Eccentricity of the Hopper Influence on the Silo Wall Pressures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85288
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    • Journal of Engineering Mechanics

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    contributor authorF. Ayuga
    contributor authorM. Guaita
    contributor authorP. J. Aguado
    contributor authorA. Couto
    date accessioned2017-05-08T22:39:24Z
    date available2017-05-08T22:39:24Z
    date copyrightOctober 2001
    date issued2001
    identifier other%28asce%290733-9399%282001%29127%3A10%281067%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85288
    description abstractThe objective of this work is to perform an analysis of pressure distributions in grain silos for both the discharge and static conditions with eccentric outlets. To this end, the commercial ANSYS program, based on the finite-element method is employed. In this paper, results are presented for a silo with a height of 10.5 m (cylinder height 8 m, base cone height 2.5 m), a silo radius of 3 m, and an outlet radius of 0.5 m. Outlet eccentricity ranged from 0% (central outlet) to 100% (maximally eccentric outlet, tangential to the silo cylinder). Based on the results, this paper proposes new methods of analyzing silo discharge and the influence of outlet eccentricity. The discharge model combines both dilatancy and type of discharge effects. 3D models were developed to analyze the eccentricity of the outlet. The results are compared with previous research data and with standard design guidelines.
    publisherAmerican Society of Civil Engineers
    titleDischarge and the Eccentricity of the Hopper Influence on the Silo Wall Pressures
    typeJournal Paper
    journal volume127
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2001)127:10(1067)
    treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian