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    Evaluation of the shrinkage and creep of medium strength self compacting concrete

    The difference between self compacting concrete (SCC) and conventional concrete (CC) is in fresh state, is the high fluidity at first and the need for vibration at second, but in hardened state, both concretes must comply with the resistance specified, in addition to securing the safety and functionality for which it was designed. This article describes the tests and results for shrinkage and creep at some medium strength Self Compacting Concrete with added sand (SCC-MSs) and two types of cement. The research was conducted at the Laboratorio de Tecnología de Estructuras (LTE) of the Universitat Politécnica de Catalunya (UPC), in dosages of 200 liters; with the idea of evaluating the effectiveness of implementation of these new concretes at elements designed with conventional concrete (CCs). ; Peer Reviewed ; Postprint (published version)

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    Evaluation of the shrinkage and creep of medium strength self compacting concrete

    The difference between self compacting concrete (SCC) and conventional concrete (CC) is in fresh state, is the high fluidity at first and the need for vibration at second, but in hardened state, both concretes must comply with the resistance specified, in addition to securing the safety and functionality for which it was designed. This article describes the tests and results for shrinkage and creep at some medium strength Self Compacting Concrete with added sand (SCC-MSs) and two types of cement. The research was conducted at the Laboratorio de Tecnología de Estructuras (LTE) of the Universitat Politécnica de Catalunya (UPC), in dosages of 200 liters; with the idea of evaluating the effectiveness of implementation of these new concretes at elements designed with conventional concrete (CCs). ; Peer Reviewed ; Postprint (published version)

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    Evaluation of the shrinkage and creep of medium strength self compacting concrete

    The difference between self compacting concrete (SCC) and conventional concrete (CC) is in fresh state, is the high fluidity at first and the need for vibration at second, but in hardened state, both concretes must comply with the resistance specified, in addition to securing the safety and functionality for which it was designed. This article describes the tests and results for shrinkage and creep at some medium strength Self Compacting Concrete with added sand (SCC-MSs) and two types of cement. The research was conducted at the Laboratorio de Tecnología de Estructuras (LTE) of the Universitat Politécnica de Catalunya (UPC), in dosages of 200 liters; with the idea of evaluating the effectiveness of implementation of these new concretes at elements designed with conventional concrete (CCs). ; Peer Reviewed ; Postprint (published version)

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    Title:

    Evaluation of the shrinkage and creep of medium strength self compacting concrete

    Contributors:

    de la Cruz, C. J. (author) / Ramos Schneider, Gonzalo (author) / Hurtado, W. A. Hurtado (author) / Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental / Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció

    Publication date:

    2017-01-01

    DOI:

    https://doi.org/10.1088/1757-899X/175/1/012060

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Formigó autocompactant -- Proves , Self-consolidating concrete--Mechanical properties , Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó

    Classification:

    DDC:  690

    Licence:

    http://creativecommons.org/licenses/by/3.0/es/

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