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    Real-Time Monitoring of Early-Age Concrete Strength Using Piezoceramic-Based Smart Aggregates

    Source: Journal of Aerospace Engineering:;2019:;Volume ( 032 ):;issue: 001
    Author:
    Qian Feng; Yabin Liang; Gangbing Song
    DOI: 10.1061/(ASCE)AS.1943-5525.0000939
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that concrete is the most common type of structural material, and a proper estimation of concrete strength in its early age can provide guidance for staged concrete construction and ensure the load-bearing capacity of concrete structures during construction and service periods. In this study, an active sensing approach integrated with piezoceramic-based transducers called smart aggregates (SAs) was experimentally investigated to estimate the strength development of the entire early-age (0th h to 28th day) concrete in real time. A pair of SAs was embedded in a reinforced concrete specimen prior to casting. During the 28 days of the curing period, one SA was employed as an actuator to periodically generate a designed stress wave that propagated along the specimen; meanwhile, the other SA was applied as a sensor to detect stress waves. The wave responses of the SA sensor were recorded and analyzed during the 28-day testing period. The experimental results demonstrate that the magnitude of the detected stress wave in the concrete increased with the strength of the concrete in the 28-day curing period. In addition, a hydration monitoring index was established and compared to the previous results of the 28-day concrete strength curve obtained by standard compressive tests. The proposed hydration monitoring index and the 28-day concrete strength curve show similar trends, which indicates that the proposed method has the potential to estimate early-age concrete strength in real time.
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      Real-Time Monitoring of Early-Age Concrete Strength Using Piezoceramic-Based Smart Aggregates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254606
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    contributor authorQian Feng; Yabin Liang; Gangbing Song
    date accessioned2019-03-10T11:59:41Z
    date available2019-03-10T11:59:41Z
    date issued2019
    identifier other%28ASCE%29AS.1943-5525.0000939.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254606
    description abstractIt is well known that concrete is the most common type of structural material, and a proper estimation of concrete strength in its early age can provide guidance for staged concrete construction and ensure the load-bearing capacity of concrete structures during construction and service periods. In this study, an active sensing approach integrated with piezoceramic-based transducers called smart aggregates (SAs) was experimentally investigated to estimate the strength development of the entire early-age (0th h to 28th day) concrete in real time. A pair of SAs was embedded in a reinforced concrete specimen prior to casting. During the 28 days of the curing period, one SA was employed as an actuator to periodically generate a designed stress wave that propagated along the specimen; meanwhile, the other SA was applied as a sensor to detect stress waves. The wave responses of the SA sensor were recorded and analyzed during the 28-day testing period. The experimental results demonstrate that the magnitude of the detected stress wave in the concrete increased with the strength of the concrete in the 28-day curing period. In addition, a hydration monitoring index was established and compared to the previous results of the 28-day concrete strength curve obtained by standard compressive tests. The proposed hydration monitoring index and the 28-day concrete strength curve show similar trends, which indicates that the proposed method has the potential to estimate early-age concrete strength in real time.
    publisherAmerican Society of Civil Engineers
    titleReal-Time Monitoring of Early-Age Concrete Strength Using Piezoceramic-Based Smart Aggregates
    typeJournal Paper
    journal volume32
    journal issue1
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)AS.1943-5525.0000939
    page04018115
    treeJournal of Aerospace Engineering:;2019:;Volume ( 032 ):;issue: 001
    contenttypeFulltext
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