Low-Cement Engineered Cementitious Composites: Application in Bridge Link Slabs

dc.contributor.author	Zandi Lak, Erfan
dc.contributor.author	Valikhah, Fatemeh
dc.contributor.author	Das, Sreekanta
dc.contributor.author	Booya, Emad
dc.date.accessioned	2026-08-20T12:12:48Z
dc.date.available	2026-08-20T12:12:48Z
dc.date.copyright	2025/12/29
dc.date.issued	2026
dc.identifier.other	JSDCCC.SCENG-1951.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313235
dc.description.abstract	AbstractOne effective method for mitigating corrosion issues stemming from expansion joints in bridge decks is to replace expansion joints with link slabs. New link slabs are being constructed with fiber-reinforced concrete (FRC). Engineered cementitious ...Practical ApplicationsLink slabs are effective alternatives to expansion joints in bridge structures, as they help mitigate corrosion typically caused by expansion joints. Engineered cementitious composites (ECCs) are particularly suitable for ...
dc.publisher	American Society of Civil Engineers
dc.title	Low-Cement Engineered Cementitious Composites: Application in Bridge Link Slabs
dc.type	Journal Article
dc.journal.volume	31
dc.journal.issue	2
dc.journal.title	Journal of Structural Design and Construction Practice
dc.identifier.doi	10.1061/JSDCCC.SCENG-1951
dc.journal.fristpage	04025147-1
dc.journal.lastpage	04025147-12
dc.page	12
dc.tree	Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002
dc.contenttype	Fulltext