Behavior of CFRP-Prestressed Concrete Beams under Sustained Load at Low Temperature

dc.contributor.author	Reza Saiedi
dc.contributor.author	Mark F. Green
dc.contributor.author	Amir Fam
dc.date.accessioned	2017-05-08T21:41:18Z
dc.date.available	2017-05-08T21:41:18Z
dc.date.copyright	March 2013
dc.date.issued	2013
dc.identifier.other	%28asce%29cr%2E1943-5495%2E0000055.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/59388
dc.description.abstract	The behavior of precast concrete beams prestressed using carbon fiber-reinforced polymer (CFRP) rods was studied under the combined effects of sustained load and low temperature. Three 13-year-old concrete T-beams were tested, including two with CFRP rods stressed to different levels and one with steel prestressing strands. Test beams were exposed to
dc.publisher	American Society of Civil Engineers
dc.title	Behavior of CFRP-Prestressed Concrete Beams under Sustained Load at Low Temperature
dc.type	Journal Paper
dc.journal.volume	27
dc.journal.issue	1
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)CR.1943-5495.0000045
dc.tree	Journal of Cold Regions Engineering:;2013:;Volume ( 027 ):;issue: 001
dc.contenttype	Fulltext