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    Flexural cracks in reinforced concrete beams

    New search for: Chi, M.
    New search for: Kirstein, A.F.

    New concept in problem of crack formation in beams subjected to pure flexure, along with simplified semi-empirical equations for determination of average minimum spacing and average width of cracks in concrete; crack data from 16 test specimens presented and used to augment data from previous investigations.

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    Flexural cracks in reinforced concrete beams

    New search for: Chi, M.
    New search for: Kirstein, A.F.

    New concept in problem of crack formation in beams subjected to pure flexure, along with simplified semi-empirical equations for determination of average minimum spacing and average width of cracks in concrete; crack data from 16 test specimens presented and used to augment data from previous investigations.

    Access

    Access via TIB
    Check availability in my library

    Flexural cracks in reinforced concrete beams

    New search for: Chi, M.
    New search for: Kirstein, A.F.

    New concept in problem of crack formation in beams subjected to pure flexure, along with simplified semi-empirical equations for determination of average minimum spacing and average width of cracks in concrete; crack data from 16 test specimens presented and used to augment data from previous investigations.

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

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    Similar titles

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    Document information
    Title:

    Flexural cracks in reinforced concrete beams

    Additional title:

    Am Concrete Inst -- J

    Contributors:

    Chi, M. (author) / Kirstein, A.F. (author)

    Published in:

    American Concrete Institute -- Journal ; 29

    Publication date:

    1958

    Size:

    14 pages

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Beams and girders

    © Metadata Copyright Elsevier B. V. All rights reserved.

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