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dc.contributor.authorZhang, Daoming
dc.contributor.authorXu, Gang
dc.contributor.authorDai, Yingquan
dc.contributor.authorWei, Zezhong
dc.date.accessioned2026-08-20T11:29:30Z
dc.date.available2026-08-20T11:29:30Z
dc.date.copyright2025/07/23
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-20345.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312275
dc.description.abstractAbstractThis study presents the influence of anchorage length on bond performance between lightweight ultrahigh-performance concrete (LUHPC) and HTRB600 steel bar. Using the hinged beam test method for bond performance evaluation, the study investigated ...
dc.publisherAmerican Society of Civil Engineers
dc.titleThe Influence of Anchorage Length on Bond Performance between Ultrahigh-Performance Concrete and Steel Bar
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue10
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20345
dc.journal.fristpage04025340-1
dc.journal.lastpage04025340-14
dc.page14
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 010
dc.contenttypeFulltext


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