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    Numerical Investigation of Diagonals in Miter Gates: Looking for the Optimum Prestressing

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    Author:
    Guillermo A. Riveros
    ,
    Jorge L. Ayala-Burgos
    ,
    DeAnna Dixon
    DOI: 10.1061/(ASCE)CF.1943-5509.0000896
    Publisher: American Society of Civil Engineers
    Abstract: This article presents a proposed methodology to acquire optimum prestressing on diagonals in miter gates. The study uses three-dimensional (3D) numerical simulation of miter gates that includes all the geometrical details of the most commonly used miter gates. The simulation is used to attain vertical and lateral displacements at the miter end when the gate is mitered and in the operation for different prestressing forces. The simulation results allow the development of design curves that are used to obtain the optimum prestressing loading. These design curves can also be used to verify that the displacements of a gate are within tolerances for existing levels of prestressing. The analyses are compared with the existing criteria. The comparison shows that the miter gate leaf is not limited to only one prestressing combination, as prescribed by the design criteria, but several prestressing combinations evaluated from the numerical experiments can also provide the adequate torsional capacity. Furthermore, the study shows that the design criteria estimates a higher prestressing that likely causes a reduction in fatigue life in the diagonal connections. The new techniques will allow the prediction of optimum prestressing levels without compromising the torsional capacity.
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      Numerical Investigation of Diagonals in Miter Gates: Looking for the Optimum Prestressing

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4244167
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    • Journal of Performance of Constructed Facilities

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    contributor authorGuillermo A. Riveros
    contributor authorJorge L. Ayala-Burgos
    contributor authorDeAnna Dixon
    date accessioned2017-12-30T12:59:05Z
    date available2017-12-30T12:59:05Z
    date issued2017
    identifier other%28ASCE%29CF.1943-5509.0000896.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244167
    description abstractThis article presents a proposed methodology to acquire optimum prestressing on diagonals in miter gates. The study uses three-dimensional (3D) numerical simulation of miter gates that includes all the geometrical details of the most commonly used miter gates. The simulation is used to attain vertical and lateral displacements at the miter end when the gate is mitered and in the operation for different prestressing forces. The simulation results allow the development of design curves that are used to obtain the optimum prestressing loading. These design curves can also be used to verify that the displacements of a gate are within tolerances for existing levels of prestressing. The analyses are compared with the existing criteria. The comparison shows that the miter gate leaf is not limited to only one prestressing combination, as prescribed by the design criteria, but several prestressing combinations evaluated from the numerical experiments can also provide the adequate torsional capacity. Furthermore, the study shows that the design criteria estimates a higher prestressing that likely causes a reduction in fatigue life in the diagonal connections. The new techniques will allow the prediction of optimum prestressing levels without compromising the torsional capacity.
    publisherAmerican Society of Civil Engineers
    titleNumerical Investigation of Diagonals in Miter Gates: Looking for the Optimum Prestressing
    typeJournal Paper
    journal volume31
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000896
    page04016073
    treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    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