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dc.contributor.authorYu, Zhenpeng
dc.contributor.authorWang, Baocong
dc.contributor.authorZhang, Shifan
dc.contributor.authorZhao, Yanfei
dc.contributor.authorYan, Xingfei
dc.contributor.authorZhang, Tao
dc.contributor.authorRuan, Bin
dc.contributor.authorDu, Xiaoqing
dc.date.accessioned2026-08-20T11:28:18Z
dc.date.available2026-08-20T11:28:18Z
dc.date.copyright2025/07/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-20220.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312245
dc.description.abstractAbstractMortar is commonly used as a reinforcement and repair material for concrete structures, and the interface of the formed concrete–mortar joints is in the weak point of stress. Since there is a fire risk during the service period of the structure, ...
dc.publisherAmerican Society of Civil Engineers
dc.titleMechanical Properties and Deterioration Mechanism of Concrete–Mortar Joint Interface after Exposure to High Temperature
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue9
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20220
dc.journal.fristpage04025315-1
dc.journal.lastpage04025315-17
dc.page17
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
dc.contenttypeFulltext


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