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    Creep and Shrinkage of Eccentrically Loaded Prisms

    Neue Suche nach: H. Bayazid
    Neue Suche nach: 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

    Neue Suche nach: H. Bayazid
    Neue Suche nach: 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

    Neue Suche nach: H. Bayazid
    Neue Suche nach: 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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    Titel:

    Creep and Shrinkage of Eccentrically Loaded Prisms

    Beteiligte:

    H. Bayazid (Autor:in) / A. Pauw (Autor:in)

    Erscheinungsdatum:

    1969

    Format / Umfang:

    155 pages

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    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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