Mechanistic Model for Concrete Cover Separation in FRP-Strengthened RC Beams: Anchorage Optimization through Controlled Crack Propagation

dc.contributor.author	Wang, Sai-sai
dc.contributor.author	Wen, Xiao-dong
dc.contributor.author	Gong, Wen-bo
dc.date.accessioned	2026-08-20T21:21:13Z
dc.date.available	2026-08-20T21:21:13Z
dc.date.copyright	2026/04/07
dc.date.issued	2026
dc.identifier.other	JBENF2.BEENG-7816.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314329
dc.description.abstract	Abstract This study presents an innovative artificial tooth specimen incorporating bottom-embedded anchor rods for carbon fiber–reinforced polymer (CFRP)-strengthened concrete structures. Through systematic mechanical testing, we investigated the ... Practical Applications The anchorage system has been proven to efficiently prevent or delay debonding occurring. This near-surface-mounted technique is prone to concrete cover separation failure. It leads to obvious structural brittleness, and the ...
dc.publisher	American Society of Civil Engineers
dc.title	Mechanistic Model for Concrete Cover Separation in FRP-Strengthened RC Beams: Anchorage Optimization through Controlled Crack Propagation
dc.type	Journal Article
dc.journal.volume	31
dc.journal.issue	6
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/JBENF2.BEENG-7816
dc.journal.fristpage	04026027-1
dc.journal.lastpage	04026027-11
dc.page	11
dc.tree	Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006
dc.contenttype	Fulltext