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    Acoustic-Emission Kaiser Effect in Fly-Ash Cement Mortar under Compression

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 004
    Author:
    M. T. Tam
    ,
    C. C. Weng
    DOI: 10.1061/(ASCE)0899-1561(1995)7:4(212)
    Publisher: American Society of Civil Engineers
    Abstract: Acoustic-emission (AE) technology is considered a potential new testing method to monitor the integrity of concrete materials. This study is devoted to the investigation of the AE Kaiser effect in fly-ash cement mortar (FACM) under uniaxial compression. The major experimental parameters include the amount of cement replaced by fly ash, curing time, compressive strain and stress, loading pattern, and loading rate. The test results showed that the AE Kaiser effect existed in FACM specimens up to 80% of its ultimate strength. Good correlation between the variation of the AE signals and the compressive strains was observed. In addition, the results indicated that the AE Kaiser effect existed in FACM specimen during different curing periods of three, seven, 14, and 28 days. These observations suggested that the AE Kaiser effect has good potential to be used as a new tool to monitor the loading history of concrete materials.
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      Acoustic-Emission Kaiser Effect in Fly-Ash Cement Mortar under Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45425
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    contributor authorM. T. Tam
    contributor authorC. C. Weng
    date accessioned2017-05-08T21:16:51Z
    date available2017-05-08T21:16:51Z
    date copyrightNovember 1995
    date issued1995
    identifier other%28asce%290899-1561%281995%297%3A4%28212%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45425
    description abstractAcoustic-emission (AE) technology is considered a potential new testing method to monitor the integrity of concrete materials. This study is devoted to the investigation of the AE Kaiser effect in fly-ash cement mortar (FACM) under uniaxial compression. The major experimental parameters include the amount of cement replaced by fly ash, curing time, compressive strain and stress, loading pattern, and loading rate. The test results showed that the AE Kaiser effect existed in FACM specimens up to 80% of its ultimate strength. Good correlation between the variation of the AE signals and the compressive strains was observed. In addition, the results indicated that the AE Kaiser effect existed in FACM specimen during different curing periods of three, seven, 14, and 28 days. These observations suggested that the AE Kaiser effect has good potential to be used as a new tool to monitor the loading history of concrete materials.
    publisherAmerican Society of Civil Engineers
    titleAcoustic-Emission Kaiser Effect in Fly-Ash Cement Mortar under Compression
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1995)7:4(212)
    treeJournal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 004
    contenttypeFulltext
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