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Flexural Performance of Cracked UHPC under the Coupled Actions of Sustained Loading and Corrosive Environments

dc.contributor.authorWu, Gan
dc.contributor.authorYang, Kaimeng
dc.contributor.authorZhang, Hongrui
dc.contributor.authorHu, Yuqing
dc.contributor.authorQi, Jianan
dc.contributor.authorLu, Cong
dc.contributor.authorWang, Jingquan
dc.contributor.authorYao, Yiming
dc.date.accessioned2026-08-20T11:34:20Z
dc.date.available2026-08-20T11:34:20Z
dc.date.copyright2025/09/30
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-20788.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312390
dc.description.abstractAbstractThis study investigated the flexural behavior of ultrahigh-performance concrete (UHPC) subjected to sustained flexural loading and environmental exposure. Four-point bending tests were conducted on precracked UHPC specimens cured for 30 days under ...
dc.publisherAmerican Society of Civil Engineers
dc.titleFlexural Performance of Cracked UHPC under the Coupled Actions of Sustained Loading and Corrosive Environments
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue12
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20788
dc.journal.fristpage04025467-1
dc.journal.lastpage04025467-13
dc.page13
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012
dc.contenttypeFulltext


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