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    Creep and Shrinkage of Eccentrically Loaded Prisms

    New search for: H. Bayazid
    New search for: A. Pauw

    The creep behavior of eccentrically loaded prisms is reported in this study. Accurate determination of the strain gradient was found to be a factor in studying the time-dependent behavior of eccentrically loaded prisms. Using eccentric loading it was possible to predict the shrinkage of the prisms without the need for companion specimens. Relationships were developed to evaluate the specific creep. An exponential method was used to estimate the initial and ultimate strain gradient. (BPR abstract)

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    Creep and Shrinkage of Eccentrically Loaded Prisms

    New search for: H. Bayazid
    New search for: A. Pauw

    The creep behavior of eccentrically loaded prisms is reported in this study. Accurate determination of the strain gradient was found to be a factor in studying the time-dependent behavior of eccentrically loaded prisms. Using eccentric loading it was possible to predict the shrinkage of the prisms without the need for companion specimens. Relationships were developed to evaluate the specific creep. An exponential method was used to estimate the initial and ultimate strain gradient. (BPR abstract)

    Access

    Access via TIB
    Check availability in my library

    Creep and Shrinkage of Eccentrically Loaded Prisms

    New search for: H. Bayazid
    New search for: A. Pauw

    The creep behavior of eccentrically loaded prisms is reported in this study. Accurate determination of the strain gradient was found to be a factor in studying the time-dependent behavior of eccentrically loaded prisms. Using eccentric loading it was possible to predict the shrinkage of the prisms without the need for companion specimens. Relationships were developed to evaluate the specific creep. An exponential method was used to estimate the initial and ultimate strain gradient. (BPR abstract)

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    Check availability in my library

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    Document information
    Title:

    Creep and Shrinkage of Eccentrically Loaded Prisms

    Contributors:

    H. Bayazid (author) / A. Pauw (author)

    Publication date:

    1969

    Size:

    155 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Civil Engineering , Structural Mechanics , Roads , Foundations(Structures) , Reinforced concrete , Deformation , Creep , Shrinkage , Predictions , Loading(Mechanics) , Stresses , Strain(Mechanics) , Configuration , Mixtures , Cements , Missouri

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