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dc.contributor.authorWang, Huili
dc.contributor.authorCong, Shan
dc.contributor.authorAn, Dequan
dc.contributor.authorQin, Sifeng
dc.contributor.authorPeng, Hao
dc.date.accessioned2026-08-20T11:21:47Z
dc.date.available2026-08-20T11:21:47Z
dc.date.copyright2025/01/10
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19274.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312091
dc.description.abstractAbstractThe exposure of reinforced concrete bridges to chloride induces a corrosion phenomenon, leading to pitting corrosion on the steel bars and subsequent stress concentration development within them. This process accelerates corrosion, resulting in ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Study on the Stress Corrosion Coupling Effect of Pitting Steel Bars
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue3
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19274
dc.journal.fristpage05025001-1
dc.journal.lastpage05025001-11
dc.page11
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 003
dc.contenttypeFulltext


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