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    Reconceptualization and Optimization of a Rapidly Deployable Floating Causeway

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 004
    Author:
    Brittani R.
    ,
    Russell
    ,
    Ashley P.
    ,
    Thrall
    ,
    Joseph A.
    ,
    Padula
    ,
    Jimmy E.
    ,
    Fowler
    DOI: 10.1061/(ASCE)BE.1943-5592.0000539
    Publisher: American Society of Civil Engineers
    Abstract: There is an increasing demand for rapidly deployable causeways that can provide access from ship-to-shore for military and disaster relief operations. Existing systems have major limitations including only being transportable and emplaceable by large strategic sealift vessels, having high weight and packaged volumes, and requiring intensive on-site assembly. In response to the demand for a lightweight, air-liftable, quickly emplaceable causeway, the Engineer Research and Development Center (Vicksburg, Mississippi) developed a prototype comprised of aluminum modules joined by compliant connections and supported by pneumatic floats. As research and development progressed and experience was gained, eliminating the heavy and complex compliant connections was identified as a potential improvement. To eliminate these compliant connections, this paper shows how this design can be reconceptualized so a desired superstructure flexibility (that takes advantage of buoyancy while meeting deflection limits) is achieved. The superstructure has been designed for a target stiffness to permit a desired curvature under a design moment. This paper will review existing causeways, present this reconceptualization, and discuss the optimization implemented to achieve this new design.
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      Reconceptualization and Optimization of a Rapidly Deployable Floating Causeway

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    https://yetl.yabesh.ir/yetl1/handle/yetl/57090
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    • Journal of Bridge Engineering

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    contributor authorBrittani R.
    contributor authorRussell
    contributor authorAshley P.
    contributor authorThrall
    contributor authorJoseph A.
    contributor authorPadula
    contributor authorJimmy E.
    contributor authorFowler
    date accessioned2017-05-08T21:35:55Z
    date available2017-05-08T21:35:55Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29be%2E1943-5592%2E0000541.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57090
    description abstractThere is an increasing demand for rapidly deployable causeways that can provide access from ship-to-shore for military and disaster relief operations. Existing systems have major limitations including only being transportable and emplaceable by large strategic sealift vessels, having high weight and packaged volumes, and requiring intensive on-site assembly. In response to the demand for a lightweight, air-liftable, quickly emplaceable causeway, the Engineer Research and Development Center (Vicksburg, Mississippi) developed a prototype comprised of aluminum modules joined by compliant connections and supported by pneumatic floats. As research and development progressed and experience was gained, eliminating the heavy and complex compliant connections was identified as a potential improvement. To eliminate these compliant connections, this paper shows how this design can be reconceptualized so a desired superstructure flexibility (that takes advantage of buoyancy while meeting deflection limits) is achieved. The superstructure has been designed for a target stiffness to permit a desired curvature under a design moment. This paper will review existing causeways, present this reconceptualization, and discuss the optimization implemented to achieve this new design.
    publisherAmerican Society of Civil Engineers
    titleReconceptualization and Optimization of a Rapidly Deployable Floating Causeway
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000539
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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