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    Evaluating the Performance of Early-Age Fly Ash Concrete Subjected to Steam and Autoclave Heat Treatments

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012::page 04023455-1
    Author:
    Duy-Hai Vo
    ,
    Ngoc-Duy Do
    ,
    Yibas Mamuye
    ,
    Chao-Lung Hwang
    ,
    Min-Chih Liao
    ,
    Mitiku Damtie Yehualaw
    ,
    Chiang Pin Kuo
    DOI: 10.1061/JMCEE7.MTENG-15821
    Publisher: ASCE
    Abstract: In the fabrication of precast concrete components, rapid early-age strength development during the hardening process is crucial to facilitate formwork operation and production cost. In this study, heat treatment was adopted to boost the compressive strength of cement paste and concrete mixtures over a threshold of 40 MPa at 12 h by applying steam curing and 3 h of autoclave at 180°C sequentially. Cement paste samples were prepared using different fly ash (FA) contents and water-to-binder (w/b) ratios, and concrete samples produced in accordance with the densified mixture design algorithm (DMDA) method. The compressive strength of the paste samples with w/b ratios of 0.23 and 0.30 attained the threshold strength (40 MPa) at 12 h. Compressive strength in the cement paste after autoclaving was 41% to 102% higher than at 12 h and was significantly increased in the FA samples. The 12 h compressive strength of concrete mixtures with FA all attained in excess of 40 MPa, while the reference mixture exhibited below 40 MPa (w/b ratio =0.23; cement content =480  kg/m3). The FA content designed by DMDA method at an alpha ratio (α) of 5% was identified as the optimum FA level in the concrete mixture. The higher w/b ratios and lower cement content exhibited twelfth hour compressive strengths below 40 MPa. The compressive strength of autoclave-treated concrete samples designed with cement content of 480  kg/m3 surpassed 80 MPa, while the lower-cement-content mixtures showed lower-strength values. All of the concrete mixtures attained high ultrasonic pulse velocity results (over 3,660  m/s), indicating good durability.
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      Evaluating the Performance of Early-Age Fly Ash Concrete Subjected to Steam and Autoclave Heat Treatments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296118
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    • Journal of Materials in Civil Engineering

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    contributor authorDuy-Hai Vo
    contributor authorNgoc-Duy Do
    contributor authorYibas Mamuye
    contributor authorChao-Lung Hwang
    contributor authorMin-Chih Liao
    contributor authorMitiku Damtie Yehualaw
    contributor authorChiang Pin Kuo
    date accessioned2024-04-27T20:51:35Z
    date available2024-04-27T20:51:35Z
    date issued2023/12/01
    identifier other10.1061-JMCEE7.MTENG-15821.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296118
    description abstractIn the fabrication of precast concrete components, rapid early-age strength development during the hardening process is crucial to facilitate formwork operation and production cost. In this study, heat treatment was adopted to boost the compressive strength of cement paste and concrete mixtures over a threshold of 40 MPa at 12 h by applying steam curing and 3 h of autoclave at 180°C sequentially. Cement paste samples were prepared using different fly ash (FA) contents and water-to-binder (w/b) ratios, and concrete samples produced in accordance with the densified mixture design algorithm (DMDA) method. The compressive strength of the paste samples with w/b ratios of 0.23 and 0.30 attained the threshold strength (40 MPa) at 12 h. Compressive strength in the cement paste after autoclaving was 41% to 102% higher than at 12 h and was significantly increased in the FA samples. The 12 h compressive strength of concrete mixtures with FA all attained in excess of 40 MPa, while the reference mixture exhibited below 40 MPa (w/b ratio =0.23; cement content =480  kg/m3). The FA content designed by DMDA method at an alpha ratio (α) of 5% was identified as the optimum FA level in the concrete mixture. The higher w/b ratios and lower cement content exhibited twelfth hour compressive strengths below 40 MPa. The compressive strength of autoclave-treated concrete samples designed with cement content of 480  kg/m3 surpassed 80 MPa, while the lower-cement-content mixtures showed lower-strength values. All of the concrete mixtures attained high ultrasonic pulse velocity results (over 3,660  m/s), indicating good durability.
    publisherASCE
    titleEvaluating the Performance of Early-Age Fly Ash Concrete Subjected to Steam and Autoclave Heat Treatments
    typeJournal Article
    journal volume35
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15821
    journal fristpage04023455-1
    journal lastpage04023455-12
    page12
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
    contenttypeFulltext
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