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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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