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    Differences between Time-Dependent Instantaneous and Apparent Chloride Diffusion Coefficients of Concrete in Tidal Environment

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002::page 04020466
    Author:
    Yun Zhang
    ,
    Xiaoyun Zhou
    ,
    Meng Wang
    ,
    Yanhong Gao
    ,
    Yurong Zhang
    DOI: 10.1061/(ASCE)MT.1943-5533.0003567
    Publisher: ASCE
    Abstract: Time-dependent chloride diffusivity can reflect the chloride transport in concrete, which is greatly affected by different factors such as material composition and environment condition. In this paper, three tests with eight kinds of concrete in different exposure environments (two natural tidal environments and one artificial simulated environment) were designed, and the profile of free chloride concentration at different depths and exposure times were obtained. The apparent and instantaneous chloride diffusion coefficients were determined, and their time-dependent properties were analyzed. The differences between apparent and instantaneous chloride diffusion coefficients were discussed, and the corresponding influencing factors were analyzed. Results show that under the similar climate environments, water salinity is the main factor affecting the age reduction factors of apparent and instantaneous chloride diffusion coefficients of ordinary concrete, i.e., age reduction factors increase with water salinity. Besides, the artificial simulated environment with characteristics of high temperature and high humidity has a significant effect on the age reduction factor of the instantaneous chloride diffusion coefficient. Moreover, the difference between apparent and instantaneous chloride diffusion coefficients of ordinary concrete decreases gradually with the increasing water-cement (w/c) ratio and the addition of silica fume (SF), but increases when adding fly ash (FA) and basalt fiber (BF) into concrete. Temperature is the most important factor affecting the difference between apparent and instantaneous chloride diffusion coefficients, but the effect of exposure time is not significant.
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      Differences between Time-Dependent Instantaneous and Apparent Chloride Diffusion Coefficients of Concrete in Tidal Environment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269462
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    contributor authorYun Zhang
    contributor authorXiaoyun Zhou
    contributor authorMeng Wang
    contributor authorYanhong Gao
    contributor authorYurong Zhang
    date accessioned2022-01-30T22:42:49Z
    date available2022-01-30T22:42:49Z
    date issued2/1/2021
    identifier other(ASCE)MT.1943-5533.0003567.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269462
    description abstractTime-dependent chloride diffusivity can reflect the chloride transport in concrete, which is greatly affected by different factors such as material composition and environment condition. In this paper, three tests with eight kinds of concrete in different exposure environments (two natural tidal environments and one artificial simulated environment) were designed, and the profile of free chloride concentration at different depths and exposure times were obtained. The apparent and instantaneous chloride diffusion coefficients were determined, and their time-dependent properties were analyzed. The differences between apparent and instantaneous chloride diffusion coefficients were discussed, and the corresponding influencing factors were analyzed. Results show that under the similar climate environments, water salinity is the main factor affecting the age reduction factors of apparent and instantaneous chloride diffusion coefficients of ordinary concrete, i.e., age reduction factors increase with water salinity. Besides, the artificial simulated environment with characteristics of high temperature and high humidity has a significant effect on the age reduction factor of the instantaneous chloride diffusion coefficient. Moreover, the difference between apparent and instantaneous chloride diffusion coefficients of ordinary concrete decreases gradually with the increasing water-cement (w/c) ratio and the addition of silica fume (SF), but increases when adding fly ash (FA) and basalt fiber (BF) into concrete. Temperature is the most important factor affecting the difference between apparent and instantaneous chloride diffusion coefficients, but the effect of exposure time is not significant.
    publisherASCE
    titleDifferences between Time-Dependent Instantaneous and Apparent Chloride Diffusion Coefficients of Concrete in Tidal Environment
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003567
    journal fristpage04020466
    journal lastpage04020466-13
    page13
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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