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Investigation of the Macroscale and Mesoscale Fracture Behaviors of Concrete Based on a Phase Field Regularized Cohesive Zone Model

dc.contributor.authorYao, Kang
dc.contributor.authorDong, Qiao
dc.contributor.authorChen, Xueqin
dc.contributor.authorShi, Bin
dc.contributor.authorYan, Shiao
dc.contributor.authorWang, Xiang
dc.date.accessioned2026-08-20T12:00:48Z
dc.date.available2026-08-20T12:00:48Z
dc.date.copyright2025/07/23
dc.date.issued2025
dc.identifier.otherJPEODX.PVENG-1588.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312971
dc.description.abstractAbstractCracking has always been a critical problem for concrete pavement, which would result in performance degradation and even structural failure. Conventional theoretical models and methods, such as the cohesive zone model and extended finite element ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInvestigation of the Macroscale and Mesoscale Fracture Behaviors of Concrete Based on a Phase Field Regularized Cohesive Zone Model
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1588
dc.journal.fristpage04025039-1
dc.journal.lastpage04025039-15
dc.page15
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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