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    Accelerated Diffusion Testing of Concrete with External Electric Fields and X-Ray Imaging

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025181-1
    Author:
    Niloofar Parastegari
    ,
    M. Tyler Ley
    ,
    Ricky Wilson
    DOI: 10.1061/JMCEE7.MTENG-19464
    Publisher: American Society of Civil Engineers
    Abstract: The apparent diffusion coefficient (Dic) is important for modeling the service life of concrete. Most diffusion-based tests require the sample to be ponded for at least 28 days, and significant labor is required to obtain the data. This study will present a novel test method to determine the Dic in less than 8 h of ponding and 5 min of measurement time. The test uses a dental X-ray scanner modified to image the ions penetrating the concrete. The study will present how the method has been adapted for concrete and then will present an accelerated diffusion test that uses a charge potential to move ions within the concrete. Twenty-seven concrete mixes were tested at two ages, including 20% and 40% replacement levels of Class C and Class F fly ashes. Half of the samples were tested with a nonaccelerated diffusion test, and the second half was tested with an accelerated diffusion test to validate the correlation statistically. By making this important parameter easier to measure, this work can potentially increase the use of diffusion coefficients in specification, performance-based designs, and research measurements. This work shows that the accelerated diffusion testing at 6 h with the right testing parameters can provide data comparable with nonaccelerated testing, which takes 28 d of testing for samples with a diffusion coefficient greater than 1×10−12 (m2/s). This means the test can be used on a wide variety of samples, as the only materials with diffusion coefficients this low were from mixtures that contained 40% fly ash replacement after 1,100 days of curing. The ability to obtain diffusion coefficients that are this accurate with only 6 h of testing time is useful and can make this test and the widespread measurement of the diffusion coefficient easier to implement. While these findings are important, testing is needed with a wider variety of materials and also diffusion coefficients. This work focused on mixtures with a narrow range of w/cm and SCM replacement. The parameters chosen in this work for cd and c0 may need to be adjusted for a wider range of materials.
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      Accelerated Diffusion Testing of Concrete with External Electric Fields and X-Ray Imaging

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    contributor authorNiloofar Parastegari
    contributor authorM. Tyler Ley
    contributor authorRicky Wilson
    date accessioned2025-08-17T22:56:46Z
    date available2025-08-17T22:56:46Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19464.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307677
    description abstractThe apparent diffusion coefficient (Dic) is important for modeling the service life of concrete. Most diffusion-based tests require the sample to be ponded for at least 28 days, and significant labor is required to obtain the data. This study will present a novel test method to determine the Dic in less than 8 h of ponding and 5 min of measurement time. The test uses a dental X-ray scanner modified to image the ions penetrating the concrete. The study will present how the method has been adapted for concrete and then will present an accelerated diffusion test that uses a charge potential to move ions within the concrete. Twenty-seven concrete mixes were tested at two ages, including 20% and 40% replacement levels of Class C and Class F fly ashes. Half of the samples were tested with a nonaccelerated diffusion test, and the second half was tested with an accelerated diffusion test to validate the correlation statistically. By making this important parameter easier to measure, this work can potentially increase the use of diffusion coefficients in specification, performance-based designs, and research measurements. This work shows that the accelerated diffusion testing at 6 h with the right testing parameters can provide data comparable with nonaccelerated testing, which takes 28 d of testing for samples with a diffusion coefficient greater than 1×10−12 (m2/s). This means the test can be used on a wide variety of samples, as the only materials with diffusion coefficients this low were from mixtures that contained 40% fly ash replacement after 1,100 days of curing. The ability to obtain diffusion coefficients that are this accurate with only 6 h of testing time is useful and can make this test and the widespread measurement of the diffusion coefficient easier to implement. While these findings are important, testing is needed with a wider variety of materials and also diffusion coefficients. This work focused on mixtures with a narrow range of w/cm and SCM replacement. The parameters chosen in this work for cd and c0 may need to be adjusted for a wider range of materials.
    publisherAmerican Society of Civil Engineers
    titleAccelerated Diffusion Testing of Concrete with External Electric Fields and X-Ray Imaging
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19464
    journal fristpage04025181-1
    journal lastpage04025181-8
    page8
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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