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    In‐Place Shear Testing of Tile

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 003
    Author:
    Arthur P. Reed
    ,
    Bruce A. Suprenant
    ,
    Jim Acri
    DOI: 10.1061/(ASCE)0899-1561(1992)4:3(264)
    Publisher: American Society of Civil Engineers
    Abstract: An in‐place shear tester was developed to test the adhesion between tile and tile adhesives in actual tile installations. In the paper, this new field tester is compared to a modified laboratory test, ASTM C 482 “Bond Strength of Ceramic Tile to Portland Cement.” Fifty‐five laboratory and 30 simulated field tests were compared. The average and standard deviation of the laboratory tests were 322 psi (2,219 kPa) and 44 psi (303 kPa), respectively. The average and standard deviation of the simulated field tests using the in‐place shear tester was 347 psi (2,391 kPa) and 31 psi (214 kPa), respectively. Statistical procedures used to evaluate the data indicate that the standard deviation and averages are different. The in‐place shear tester was used on an actual project that demonstrated its ease of use, portability, and effectiveness.
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      In‐Place Shear Testing of Tile

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    contributor authorArthur P. Reed
    contributor authorBruce A. Suprenant
    contributor authorJim Acri
    date accessioned2017-05-08T21:16:41Z
    date available2017-05-08T21:16:41Z
    date copyrightAugust 1992
    date issued1992
    identifier other%28asce%290899-1561%281992%294%3A3%28264%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45292
    description abstractAn in‐place shear tester was developed to test the adhesion between tile and tile adhesives in actual tile installations. In the paper, this new field tester is compared to a modified laboratory test, ASTM C 482 “Bond Strength of Ceramic Tile to Portland Cement.” Fifty‐five laboratory and 30 simulated field tests were compared. The average and standard deviation of the laboratory tests were 322 psi (2,219 kPa) and 44 psi (303 kPa), respectively. The average and standard deviation of the simulated field tests using the in‐place shear tester was 347 psi (2,391 kPa) and 31 psi (214 kPa), respectively. Statistical procedures used to evaluate the data indicate that the standard deviation and averages are different. The in‐place shear tester was used on an actual project that demonstrated its ease of use, portability, and effectiveness.
    publisherAmerican Society of Civil Engineers
    titleIn‐Place Shear Testing of Tile
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1992)4:3(264)
    treeJournal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 003
    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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