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Direct Tensile Performance of Fiber-Reinforced High-Strength and Ultrahigh-Performance Concrete with Varied Curing Conditions

dc.contributor.authorVoss, Megan S.
dc.contributor.authorAlrashidi, Raid S.
dc.contributor.authorFerraro, Christopher C.
dc.contributor.authorHamilton, H. R.
dc.contributor.authorRiding, Kyle A.
dc.date.accessioned2026-08-20T11:25:34Z
dc.date.available2026-08-20T11:25:34Z
dc.date.copyright2025/06/09
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19922.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312179
dc.description.abstractAbstractDirect tension tests were conducted on fiber-reinforced concretes with strengths ranging from high-strength to ultrahigh-performance concrete (UHPC) (83–165 MPa or 12–24 ksi) to determine how mixture design components, compressive strengths, and ...Practical ApplicationsThe high price of proprietary ultrahigh-performance concrete (UHPC) has driven practitioners to develop nonproprietary mixture designs with lower costs. Nonproprietary mixes typically have a higher w:cm, lower strength, and lower ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDirect Tensile Performance of Fiber-Reinforced High-Strength and Ultrahigh-Performance Concrete with Varied Curing Conditions
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue8
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19922
dc.journal.fristpage04025249-1
dc.journal.lastpage04025249-10
dc.page10
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 008
dc.contenttypeFulltext


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