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dc.contributor.authorShanhong Wan
dc.contributor.authorTao Zhou
dc.contributor.authorZejiao Dong
dc.contributor.authorShafi Ullah
dc.contributor.authorYu Cao
dc.date.accessioned2026-02-16T21:50:50Z
dc.date.available2026-02-16T21:50:50Z
dc.date.copyright2025/03/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19038.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309816
dc.description.abstractPavements are poorly monitored and repaired only after damage becomes apparent. This study focused on the self-sensing behavior of epoxy based conductive composites that allows the measurement of the strain distribution of pavements in real time. To do so, carbon fiber (CF) and graphite (G) filled composites were fabricated and optimally characterized to realize the self-sensing capability. The fabrication process involved the incorporation of CF and G through mechanical blending. Subsequently, a comprehensive evaluation was conducted to assess the electrical, microstructural, and mechanical properties of the resulting composites. It was observed that the composites with 3% CF and 5% G exhibited optimum compositions with a gauge factor of 33. Furthermore, strain sensing occurred as a dynamic process from the initial conditioning stage to achieving a stable electrical resistance baseline upon cyclic fatigue. The alignment of conductive fillers reflected the evolution of microstructure. The balance of reversible microstructural functions and degradation determined the durability of the composite. The outcomes are critical to predicting long-term self-sensing capability and ensuring reliable applications of epoxy composites in pavement health monitoring.
dc.publisherAmerican Society of Civil Engineers
dc.titleSelf-Sensing Carbon Fiber and Graphite–Epoxy Composites: Fabrication and Optimization for Strain-Monitoring Applications
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue3
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19038
dc.journal.fristpage04025009-1
dc.journal.lastpage04025009-13
dc.page13
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 003
dc.contenttypeFulltext


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