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contributor authorSaeed Karshenas
contributor authorStephen M. Heinrich
date accessioned2017-05-08T20:55:37Z
date available2017-05-08T20:55:37Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9445%281994%29120%3A7%282199%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32030
description abstractThe static and dynamic loads applied to hand‐set slab formworks during the pouring of a concrete slab are investigated. The spatial distribution and time history of the concrete‐placement loads and the resulting formwork response depend on the equipment used for placing the concrete. The impact loads associated with the crane‐and‐bucket method of concrete placement are investigated. A number of factors affect the magnitude of the concrete load when emptying a bucket. These factors include the height of fall, concrete slump, bucket‐discharge rate, and the dynamic properties of the slab formwork. A single‐degree‐of‐freedom, variable mass, dynamic model is developed for calculating the concrete‐placement loads by taking into consideration the above‐mentioned factors. The concrete‐flow rate from a bucket is modeled as a lognormal white‐noise random process. To verify the validity of the developed model, several lab experiments were performed using a
publisherAmerican Society of Civil Engineers
titleDynamic Modeling of Slab Formwork during Concrete Placement
typeJournal Paper
journal volume120
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1994)120:7(2199)
treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
contenttypeFulltext


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