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    Strengthening of bolted shear joints in industrialized ferrocement construction

    Access Status
    Fulltext not available
    Authors
    Ismail, Mohamed
    Shariati, M.
    Awal, A.
    Chiong, C.
    Chahnasir, E.
    Porbar, A.
    Heydari, A.
    Khorami, M.
    Date
    2018
    Type
    Journal Article
    
    Metadata
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    Citation
    Ismail, M. and Shariati, M. and Awal, A. and Chiong, C. and Chahnasir, E. and Porbar, A. and Heydari, A. et al. 2018. Strengthening of bolted shear joints in industrialized ferrocement construction. Steel and Composite Structures. 28 (6): pp. 681-690.
    Source Title
    Steel and Composite Structures
    DOI
    10.12989/scs.2018.28.6.681
    ISSN
    1229-9367
    School
    Curtin Malaysia
    URI
    http://hdl.handle.net/20.500.11937/71278
    Collection
    • Curtin Research Publications
    Abstract

    © 2018 Techno-Press, Ltd. This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include the number of layers of wire mesh, edge distance of bolt hole, size and location of the inserts. Test results have shown that for small edge distance, failure occurred either in cleavage or shearing mode, and the strength of the joint increased with an increase in the edge distance. This continued up to an upper limit set by either tension or bearing failure. The experimental study further revealed that for a given edge distance the strength of a joint can significantly be enhanced by using U-inserts. The equations developed for predicting joint strength in ferrocement composites can also be modified to include the effects of the inserts with a good level of accuracy.

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