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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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