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    Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
    Author:
    Rajeev Goel
    ,
    Ram Kumar
    ,
    D. K. Paul
    DOI: 10.1061/(ASCE)0899-1561(2007)19:3(249)
    Publisher: American Society of Civil Engineers
    Abstract: Various prediction models have been developed to predict the creep and shrinkage in concrete. Experimental studies to measure the creep and shrinkage in concrete have also been carried out by researchers and reported in the literature. RILEM has compiled all these experimental studies which are stored in a computerized data bank. This paper briefly describes some of the recent models which are based on the extensive research and experimental studies. Creep and shrinkage have been predicted up to 5,000 days of observation by the ACI-209R-82 model, the B3 model, the CEB-FIP model code 1990, and the GL2000 model for various grades of concrete. Predicted values of creep and shrinkage were compared with the experimental results of Russell and Larson, in 1989, as well as the RILEM data bank. Prediction of creep and shrinkage by GL2000 model is found to be the closest to the experimental results.
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      Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete

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    contributor authorRajeev Goel
    contributor authorRam Kumar
    contributor authorD. K. Paul
    date accessioned2017-05-08T21:18:18Z
    date available2017-05-08T21:18:18Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A3%28249%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46289
    description abstractVarious prediction models have been developed to predict the creep and shrinkage in concrete. Experimental studies to measure the creep and shrinkage in concrete have also been carried out by researchers and reported in the literature. RILEM has compiled all these experimental studies which are stored in a computerized data bank. This paper briefly describes some of the recent models which are based on the extensive research and experimental studies. Creep and shrinkage have been predicted up to 5,000 days of observation by the ACI-209R-82 model, the B3 model, the CEB-FIP model code 1990, and the GL2000 model for various grades of concrete. Predicted values of creep and shrinkage were compared with the experimental results of Russell and Larson, in 1989, as well as the RILEM data bank. Prediction of creep and shrinkage by GL2000 model is found to be the closest to the experimental results.
    publisherAmerican Society of Civil Engineers
    titleComparative Study of Various Creep and Shrinkage Prediction Models for Concrete
    typeJournal Paper
    journal volume19
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:3(249)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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