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    Collision Tolerant Pile Structure Hinge Concepts

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    M. Robinson Swift
    ,
    Kenneth C. Baldwin
    DOI: 10.1061/(ASCE)0733-950X(1989)115:1(125)
    Publisher: American Society of Civil Engineers
    Abstract: Two Collision Tolerant Pile Structure (CTPS) design concepts were developed for the deployment of navigation aids in shallow water. The CTPS concept consists of the marker/light mounted on a single pile hinged just above the mud line. The hinge allows the pile to flex during a vessel/pile collision yet retains a restoring moment to return the pile to an upright position. The two designs presented here are a peripheral stay/central universal joint hinge concept and a central stay concept. For each design, a 4 m physical model was built for testing. Experiments included laboratory restoring moment-angle tests and in-water barge collision experiments and wave response measurements. Field experiments demonstrated that the pile sustains negligible damage during barge collisions, recovery is prompt, and pile motion in large waves is very small. Experiment results were compared with a 2-dimensional computer simulation of the pile dynamics with good agreement.
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      Collision Tolerant Pile Structure Hinge Concepts

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40710
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorM. Robinson Swift
    contributor authorKenneth C. Baldwin
    date accessioned2017-05-08T21:09:14Z
    date available2017-05-08T21:09:14Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290733-950x%281989%29115%3A1%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40710
    description abstractTwo Collision Tolerant Pile Structure (CTPS) design concepts were developed for the deployment of navigation aids in shallow water. The CTPS concept consists of the marker/light mounted on a single pile hinged just above the mud line. The hinge allows the pile to flex during a vessel/pile collision yet retains a restoring moment to return the pile to an upright position. The two designs presented here are a peripheral stay/central universal joint hinge concept and a central stay concept. For each design, a 4 m physical model was built for testing. Experiments included laboratory restoring moment-angle tests and in-water barge collision experiments and wave response measurements. Field experiments demonstrated that the pile sustains negligible damage during barge collisions, recovery is prompt, and pile motion in large waves is very small. Experiment results were compared with a 2-dimensional computer simulation of the pile dynamics with good agreement.
    publisherAmerican Society of Civil Engineers
    titleCollision Tolerant Pile Structure Hinge Concepts
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1989)115:1(125)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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