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    Use of Lightweight Concrete as Infill of Reinforced Concrete Sections

    Access Status
    Fulltext not available
    Authors
    Vimonsatit, Vanissorn
    Mazlan, Muhammad
    Nikraz, Hamid
    Wahyuni, Ade
    Date
    2010
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Vimonsatit, V. and Wahyuni, A. and Mazlan, M. and Nikraz, H. 2010. Use of Lightweight Concrete as Infill of Reinforced Concrete Sections, in Fragomeni, S. and Venkatesan, S. and Lam, N.T.K. and Sentuge, S. (ed), 21st Australian Conference on the Mechanics of Structures and Materials, Dec 7 2010, pp. 251-256. Melbourne, VIC: CRC Press/Baklema.
    Source Title
    Proceedings of the 21st Australian Conference on the Mechanics of Structures and Materials
    Source Conference
    21st Australian Conference on the Mechanics of Structures and Materials
    ISBN
    978-0-415-61657-7
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/30360
    Collection
    • Curtin Research Publications
    Abstract

    In structural design, an ideal situation in material saving is to reduce the weight of the structure without having to compromise on its strength and serviceability. This paper presents a novel use of lightweight concrete to create a lightweight sandwich reinforced concrete (LSRC) section. The developed LSRC section can be used as beams or slabs in concrete structures. An experimental program has been conducted to explore the potential use of the developed LSRC section as beam members. Based on the tested beams, the flexural and shear strengths of LSRC beams are found to be comparable with the strengths of the solid beams having identical height. Details on the development of LSRC sections, experimental testing and results are presented. Benefits of using the developed LSRC beams will be highlighted.

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      Wahyuni, Ade; Vimonsatit, Vanissorn; Nikraz, Hamid (2012)
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