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    Behavior of Flexible Pintles for Miter Gates

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 005::page 04021018-1
    Author:
    Travis B. Fillmore
    ,
    Matthew D. Smith
    DOI: 10.1061/(ASCE)WW.1943-5460.0000653
    Publisher: ASCE
    Abstract: The United States Army Corps of Engineers assumes that horizontally framed miter gates thrust into lock chamber walls under hydraulic head. However, in many gates the bottom hinge, a fixed pintle, interrupts this thrusting action by taking a portion of the load itself. As the fixed pintle is not designed for such loading, the resulting high pintle stresses significantly reduce pintle life. This research proposes alternative designs to increase pintle flexibility enough to allow the gate to fully thrust into the wall. Designs include a free pintle, rocking pintle, and elastomeric bearing pad pintle. These flexible pintle designs are evaluated for their ability to allow the gate to thrust into the wall and reduce stress. This research finds that the flexible pintles improve the thrusting behavior into the wall. Although the elastomeric bearing pad pintle is found to be the most flexible pintle, further research of fatigue damage in elastomeric bearing pads is required to show that the elastomeric bearing pad is better than the fixed pintle.
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      Behavior of Flexible Pintles for Miter Gates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270667
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTravis B. Fillmore
    contributor authorMatthew D. Smith
    date accessioned2022-01-31T23:58:20Z
    date available2022-01-31T23:58:20Z
    date issued9/1/2021
    identifier other%28ASCE%29WW.1943-5460.0000653.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270667
    description abstractThe United States Army Corps of Engineers assumes that horizontally framed miter gates thrust into lock chamber walls under hydraulic head. However, in many gates the bottom hinge, a fixed pintle, interrupts this thrusting action by taking a portion of the load itself. As the fixed pintle is not designed for such loading, the resulting high pintle stresses significantly reduce pintle life. This research proposes alternative designs to increase pintle flexibility enough to allow the gate to fully thrust into the wall. Designs include a free pintle, rocking pintle, and elastomeric bearing pad pintle. These flexible pintle designs are evaluated for their ability to allow the gate to thrust into the wall and reduce stress. This research finds that the flexible pintles improve the thrusting behavior into the wall. Although the elastomeric bearing pad pintle is found to be the most flexible pintle, further research of fatigue damage in elastomeric bearing pads is required to show that the elastomeric bearing pad is better than the fixed pintle.
    publisherASCE
    titleBehavior of Flexible Pintles for Miter Gates
    typeJournal Paper
    journal volume147
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000653
    journal fristpage04021018-1
    journal lastpage04021018-11
    page11
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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