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    Evaluation of Rate of Deformation for Early-Age Concrete Shrinkage Analysis and Time Zero Determination

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author:
    Mohammed Seddik Meddah
    ,
    Arezki Tagnit-Hamou
    DOI: 10.1061/(ASCE)MT.1943-5533.0000261
    Publisher: American Society of Civil Engineers
    Abstract: Early age cracking is usually the result of internal tensile stresses induced by self-desiccation shrinkage (SDS) rather than external loading. Hence, the prediction of early age cracking risk is strongly linked to autogenous shrinkage development. Both the ultimate magnitude of shrinkage and the time zero (TZ), at which shrinkage starts to develop an internal stress, could be decisive for high-performance concrete (HPC) durability. The moment TZ can be considered as the borderline between autoplastic shrinkage and effective shrinkage. Deformation rate curves might be used as a framework to identify the three main phases of hardening that occur in cement paste as hydration progresses, and the development rate of autogenous shrinkage (AS). The present study proposes starting shrinkage measurement (autogenous or total) from the moment when the rate of deformation reaches its maximum value (the first peak in the curve) and the shrinkage strain rate curve pattern changes sharply, or at the end of plastic-shrinkage. To determine the TZ with more accuracy and predict the critical moment when internal stresses may start to develop, continuous shrinkage measurement was carried out on different HPC mixtures designed with three water-to-binder ratios (
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      Evaluation of Rate of Deformation for Early-Age Concrete Shrinkage Analysis and Time Zero Determination

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66616
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    contributor authorMohammed Seddik Meddah
    contributor authorArezki Tagnit-Hamou
    date accessioned2017-05-08T21:55:27Z
    date available2017-05-08T21:55:27Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000294.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66616
    description abstractEarly age cracking is usually the result of internal tensile stresses induced by self-desiccation shrinkage (SDS) rather than external loading. Hence, the prediction of early age cracking risk is strongly linked to autogenous shrinkage development. Both the ultimate magnitude of shrinkage and the time zero (TZ), at which shrinkage starts to develop an internal stress, could be decisive for high-performance concrete (HPC) durability. The moment TZ can be considered as the borderline between autoplastic shrinkage and effective shrinkage. Deformation rate curves might be used as a framework to identify the three main phases of hardening that occur in cement paste as hydration progresses, and the development rate of autogenous shrinkage (AS). The present study proposes starting shrinkage measurement (autogenous or total) from the moment when the rate of deformation reaches its maximum value (the first peak in the curve) and the shrinkage strain rate curve pattern changes sharply, or at the end of plastic-shrinkage. To determine the TZ with more accuracy and predict the critical moment when internal stresses may start to develop, continuous shrinkage measurement was carried out on different HPC mixtures designed with three water-to-binder ratios (
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Rate of Deformation for Early-Age Concrete Shrinkage Analysis and Time Zero Determination
    typeJournal Paper
    journal volume23
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000261
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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