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    Cracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 006
    Author:
    Doo-Yeol Yoo
    ,
    Gum-Sung Ryu
    ,
    Tianfeng Yuan
    ,
    Kyung-Taek Koh
    ,
    Young-Soo Yoon
    DOI: 10.1061/(ASCE)MT.1943-5533.0001152
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the effect of the strand-to-duct area ratio on the shrinkage cracking behavior of posttensioning grout. The free shrinkage behavior of grout was evaluated using various duct diameters. Test results indicated that the expansion and shrinkage strains of grout increased with the duct diameter. The strain of a restrained strand was barely affected by the number of strands but was significantly affected by the strand-to-duct area ratio. The specimen with a strand-to-duct area ratio greater than 0.3 showed shrinkage cracks in fewer than 30 days. Increasing the strand-to-duct area ratio shortened the cracking time. All the test specimens showed bleeding immediately after pumping, along with air void pockets in the grout.
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      Cracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios

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    contributor authorDoo-Yeol Yoo
    contributor authorGum-Sung Ryu
    contributor authorTianfeng Yuan
    contributor authorKyung-Taek Koh
    contributor authorYoung-Soo Yoon
    date accessioned2017-05-08T22:22:50Z
    date available2017-05-08T22:22:50Z
    date copyrightJune 2015
    date issued2015
    identifier other43768413.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79115
    description abstractThis study investigates the effect of the strand-to-duct area ratio on the shrinkage cracking behavior of posttensioning grout. The free shrinkage behavior of grout was evaluated using various duct diameters. Test results indicated that the expansion and shrinkage strains of grout increased with the duct diameter. The strain of a restrained strand was barely affected by the number of strands but was significantly affected by the strand-to-duct area ratio. The specimen with a strand-to-duct area ratio greater than 0.3 showed shrinkage cracks in fewer than 30 days. Increasing the strand-to-duct area ratio shortened the cracking time. All the test specimens showed bleeding immediately after pumping, along with air void pockets in the grout.
    publisherAmerican Society of Civil Engineers
    titleCracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios
    typeJournal Paper
    journal volume27
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001152
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 006
    contenttypeFulltext
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