Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Behaviour of fibre reinforced concrete deep beams

    New search for: Sachan, A.K.
    New search for: Kameswara Rao, C.V.S.

    AbstractThis paper describes an experimental investigation to study the strength and behaviour of steel fibre reinforced concrete deep beams. In total 14 beams were tested. The effects of fibre content, percentage reinforcement and type of loading were studied. The ultimate load-carrying capacity, mode of failure and load-deflection behaviour are reported. A simple model is proposed to predict the load-carrying capacity of the beams.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Behaviour of fibre reinforced concrete deep beams

    New search for: Sachan, A.K.
    New search for: Kameswara Rao, C.V.S.

    AbstractThis paper describes an experimental investigation to study the strength and behaviour of steel fibre reinforced concrete deep beams. In total 14 beams were tested. The effects of fibre content, percentage reinforcement and type of loading were studied. The ultimate load-carrying capacity, mode of failure and load-deflection behaviour are reported. A simple model is proposed to predict the load-carrying capacity of the beams.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Behaviour of fibre reinforced concrete deep beams

    New search for: Sachan, A.K.
    New search for: Kameswara Rao, C.V.S.

    AbstractThis paper describes an experimental investigation to study the strength and behaviour of steel fibre reinforced concrete deep beams. In total 14 beams were tested. The effects of fibre content, percentage reinforcement and type of loading were studied. The ultimate load-carrying capacity, mode of failure and load-deflection behaviour are reported. A simple model is proposed to predict the load-carrying capacity of the beams.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Behaviour of fibre reinforced concrete deep beams

    Contributors:

    Sachan, A.K. (author) / Kameswara Rao, C.V.S. (author)

    Published in:

    Cement and Concrete Composites ; 12 ; 211-218

    Publication date:

    1990-03-30

    Size:

    8 pages

    ISSN:

    0958-9465

    DOI:

    https://doi.org/10.1016/0958-9465(90)90022-P

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Deep beams , fibre reinforced concrete , steel fibres , ultimate strength , deflection , cracking , shear strength , structural engineering , beams (supports) , composite structures

    Similar titles

    Structural behaviour of hybrid fibre reinforced concrete beams

    Srinivasa Rao, P | Online Contents | 2009

    Shear behaviour of steel fibre reinforced concrete beams

    Meda, A. / Minelli, F. / Plizzari, G. A. et al. | British Library Online Contents | 2005

    Shear behaviour of steel fibre reinforced concrete beams

    Meda, A. / Minelli, F. / Plizzari, G. A. et al. | Online Contents | 2005

    Shear behaviour of steel fibre reinforced concrete beams

    Meda, A. / Minelli, F. / Plizzari, G. A. et al. | Springer Verlag | 2005

    Fatigue Behaviour of Steel Fibre Reinforced Concrete Beams

    Balasubramanian, K. / Bharatkumar, B. H. / Gopalakrishnan, S. et al. | British Library Online Contents | 2000

    Back to top