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    Portable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 006
    Author:
    Ahmed F. Omran
    ,
    Kamal H. Khayat
    DOI: 10.1061/(ASCE)MT.1943-5533.0000537
    Publisher: American Society of Civil Engineers
    Abstract: Use of a reliable and accurate measuring system to determine lateral pressure exerted on formwork by self-consolidating concrete can lead to economic and safe formwork systems. In this paper, a portable and field-compatible pressure device is developed to enable factors affecting lateral pressure of fresh concrete on formwork system to be explored prior to conducting onsite full-scale tests. The pressure device requires a sample of 16 L of fresh concrete to determine lateral pressure envelope that can be exerted by a concrete column of up to 13 m in height. The pressure device enables the simulation of such concrete head using an overhead pressure exerted onto the fresh concrete. A number of parameters are used to validate the pressure device, including placement rate as well as mix designs of various paste volume, slump flow, ratio of water to cementitious material, maximum size of aggregate, and dosages of chemical admixtures. The test results indicated that the repeatability of the lateral pressure values obtained using the pressure device shows relative error of about 7%. The validation of the pressure device clearly showed that the device adequately reflects the effect the various factors affecting lateral pressure characteristics of fresh concrete.
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      Portable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/66918
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    • Journal of Materials in Civil Engineering

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    contributor authorAhmed F. Omran
    contributor authorKamal H. Khayat
    date accessioned2017-05-08T21:55:57Z
    date available2017-05-08T21:55:57Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000571.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66918
    description abstractUse of a reliable and accurate measuring system to determine lateral pressure exerted on formwork by self-consolidating concrete can lead to economic and safe formwork systems. In this paper, a portable and field-compatible pressure device is developed to enable factors affecting lateral pressure of fresh concrete on formwork system to be explored prior to conducting onsite full-scale tests. The pressure device requires a sample of 16 L of fresh concrete to determine lateral pressure envelope that can be exerted by a concrete column of up to 13 m in height. The pressure device enables the simulation of such concrete head using an overhead pressure exerted onto the fresh concrete. A number of parameters are used to validate the pressure device, including placement rate as well as mix designs of various paste volume, slump flow, ratio of water to cementitious material, maximum size of aggregate, and dosages of chemical admixtures. The test results indicated that the repeatability of the lateral pressure values obtained using the pressure device shows relative error of about 7%. The validation of the pressure device clearly showed that the device adequately reflects the effect the various factors affecting lateral pressure characteristics of fresh concrete.
    publisherAmerican Society of Civil Engineers
    titlePortable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete
    typeJournal Paper
    journal volume25
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000537
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 006
    contenttypeFulltext
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