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    Experimental Observation of Microstructural Behavior of Concrete

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 002
    Author:
    Ahmed M. Farahat
    ,
    Masashi Kawakami
    ,
    Tada-aki Tanabe
    DOI: 10.1061/(ASCE)0899-1561(1995)7:2(87)
    Publisher: American Society of Civil Engineers
    Abstract: An experiment was conducted to observe the real distribution of local microstrains at different orientations in the layers of mortar that separate aggregates in concrete material. The relationship between the microstrains at different locations with different orientations and the macroscopic strain tensor was also investigated. Other microstructural features such as the normal microstress-microstrain relation and the crack patterns were observed. Five specimens were tested under uniaxial compressive loading. Three specimens had 5-mm-thick mortar layers between the hard inclusions, and the other two specimens had 10 mm layers. The aggregate were simulated by rounded granite cylinders embedded in mortar. Both mechanical and strain gauges were used to measure the local microstrain. A testing machine with very high stiffness was used. Although the strains at the microlevel are highly scattered and irregular, the average microstrain in all mortar layers in the same direction, but at different locations, can be considered as the resolved components of the macroscopic strain tensor.
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      Experimental Observation of Microstructural Behavior of Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45410
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    contributor authorAhmed M. Farahat
    contributor authorMasashi Kawakami
    contributor authorTada-aki Tanabe
    date accessioned2017-05-08T21:16:50Z
    date available2017-05-08T21:16:50Z
    date copyrightMay 1995
    date issued1995
    identifier other%28asce%290899-1561%281995%297%3A2%2887%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45410
    description abstractAn experiment was conducted to observe the real distribution of local microstrains at different orientations in the layers of mortar that separate aggregates in concrete material. The relationship between the microstrains at different locations with different orientations and the macroscopic strain tensor was also investigated. Other microstructural features such as the normal microstress-microstrain relation and the crack patterns were observed. Five specimens were tested under uniaxial compressive loading. Three specimens had 5-mm-thick mortar layers between the hard inclusions, and the other two specimens had 10 mm layers. The aggregate were simulated by rounded granite cylinders embedded in mortar. Both mechanical and strain gauges were used to measure the local microstrain. A testing machine with very high stiffness was used. Although the strains at the microlevel are highly scattered and irregular, the average microstrain in all mortar layers in the same direction, but at different locations, can be considered as the resolved components of the macroscopic strain tensor.
    publisherAmerican Society of Civil Engineers
    titleExperimental Observation of Microstructural Behavior of Concrete
    typeJournal Paper
    journal volume7
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1995)7:2(87)
    treeJournal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 002
    contenttypeFulltext
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