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Effect of Steel–Basalt Hybrid Fibers on the Mechanical, Durability, and Bonding Performance of Ultrahigh-Performance Concrete for Steel Deck Pavement Applications

dc.contributor.authorWu, Zhengguang
dc.contributor.authorYang, Yinghong
dc.contributor.authorYu, Yu
dc.contributor.authorKang, Aihong
dc.contributor.authorGong, Yongfan
dc.contributor.authorChen, Xiaofei
dc.contributor.authorWu, Bangwei
dc.contributor.authorDong, Hu
dc.contributor.authorHua, Qian
dc.date.accessioned2026-08-20T11:22:38Z
dc.date.available2026-08-20T11:22:38Z
dc.date.copyright2025/06/02
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19520.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312113
dc.description.abstractAbstractMixing steel fiber (SF) into ultrahigh-performance concrete (UHPC) boosts strength and fracture energy but faces issues like poor dispersion, self-shrinkage, and corrosion. This study substituted SF with resin twisted basalt fiber (BF) for ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Steel–Basalt Hybrid Fibers on the Mechanical, Durability, and Bonding Performance of Ultrahigh-Performance Concrete for Steel Deck Pavement Applications
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue8
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19520
dc.journal.fristpage04025226-1
dc.journal.lastpage04025226-11
dc.page11
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 008
dc.contenttypeFulltext


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