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	Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons
	Lou, Tiejiong*; Karavasilis, Theodore L.
刊名	Composite Structures
	2018
卷号	194页码:365-376
关键词	Carbon fiber Time-dependent behavior Unbonded tendons Beams
ISSN号	0263-8223
DOI	10.1016/j.compstruct.2018.04.013
URL标识	查看原文
WOS记录号	WOS:000432490400031;EI:20181505004343
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3379575
专题	武汉理工大学
作者单位	[Lou, Tiejiong] Wuhan Univ Technol, Hubei Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Hubei, Peoples R China.
推荐引用方式 GB/T 7714	Lou, Tiejiong*,Karavasilis, Theodore L.. Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons[J]. Composite Structures,2018,194:365-376.
APA	Lou, Tiejiong*,&Karavasilis, Theodore L..(2018).Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons.Composite Structures,194,365-376.
MLA	Lou, Tiejiong*,et al."Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons".Composite Structures 194(2018):365-376.

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