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    Horizontal Loading Effects of Fresh Concrete on Precast Arches

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 008
    Author:
    Paul
    ,
    Cahill
    ,
    Eoin
    ,
    Allen
    ,
    Vikram
    ,
    Pakrashi
    ,
    Alan
    ,
    O’Connor
    DOI: 10.1061/(ASCE)BE.1943-5592.0000409
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the horizontal effect of fresh concrete on precast arches. A number of different models of horizontal pressure of fresh concrete are considered in this regard. The effects of fresh concrete on a precast arch are represented as a ratio of maximum normal stress from horizontal action of fresh concrete to the normal stress induced by the self-weight of the precast concrete arch. A parameter study on a number of geometric and operational variables was carried out. The implications of this horizontal loading from fresh concrete are discussed within the context of the potential financial effects.
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      Horizontal Loading Effects of Fresh Concrete on Precast Arches

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    contributor authorPaul
    contributor authorCahill
    contributor authorEoin
    contributor authorAllen
    contributor authorVikram
    contributor authorPakrashi
    contributor authorAlan
    contributor authorO’Connor
    date accessioned2017-05-08T21:35:31Z
    date available2017-05-08T21:35:31Z
    date copyrightAugust 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000411.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56957
    description abstractThis paper investigates the horizontal effect of fresh concrete on precast arches. A number of different models of horizontal pressure of fresh concrete are considered in this regard. The effects of fresh concrete on a precast arch are represented as a ratio of maximum normal stress from horizontal action of fresh concrete to the normal stress induced by the self-weight of the precast concrete arch. A parameter study on a number of geometric and operational variables was carried out. The implications of this horizontal loading from fresh concrete are discussed within the context of the potential financial effects.
    publisherAmerican Society of Civil Engineers
    titleHorizontal Loading Effects of Fresh Concrete on Precast Arches
    typeJournal Paper
    journal volume18
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000409
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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