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dc.contributor.authorLak, Erfan Zandi
dc.contributor.authorValikhah, Fatemeh
dc.contributor.authorDas, Sreekanta
dc.contributor.authorBooya, Emad
dc.date.accessioned2026-08-20T21:19:29Z
dc.date.available2026-08-20T21:19:29Z
dc.date.copyright2026/01/07
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-7454.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314289
dc.description.abstractAbstract Premature failure of expansion joints causes maintenance costs and corrosion issues. Link slabs can be an alternative to expansion joints in bridge structures, aiming to reduce these issues. The choice of material for link slabs is critical ...
dc.publisherAmerican Society of Civil Engineers
dc.titleApplication of Ultrahigh-Performance Concrete and Sustainably Engineered Cementitious Composites for Link Slabs
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue3
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7454
dc.journal.fristpage04026003-1
dc.journal.lastpage04026003-14
dc.page14
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 003
dc.contenttypeFulltext


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