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dc.contributor.authorPeng-Da Li
dc.contributor.authorYu-Fei Wu
dc.date.accessioned2024-12-24T10:19:48Z
dc.date.available2024-12-24T10:19:48Z
dc.date.copyright12/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJCCOF2.CCENG-4665.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298720
dc.description.abstractEnhancing the strength and ductility of metallic materials simultaneously is crucial for numerous industrial applications, yet it remains a formidable challenge due to the typical trade-off between these two properties. This study introduces an innovative approach to surmount this challenge by employing a composite bar design that leverages necking inhibition mechanisms for simultaneous improvements in both strength and ductility. The composite bars, comprising aluminum cores reinforced with spirally wound fiber-reinforced polymer (FRP) strands, were fabricated in various configurations to investigate different necking behaviors. Through uniaxial testing, the composite bars exhibited notable increases in both strength and ductility, attributed to the strategic design of the FRP winding angle and FRP content. This design effectively modulates the necking behavior, thereby enhancing the composite bars’ mechanical properties. Analysis of the strain distribution further elucidated the role of the spiral FRP strands in necking prevention. The composite bar design method outlined in this study offers a viable strategy for enhancing the mechanical performance of metallic materials, significantly reducing the risk of abrupt failure under high loads and deformations.
dc.publisherAmerican Society of Civil Engineers
dc.titleMechanical Properties of a Novel Ultraductile Composite Bar with Spirally Wound FRP Strands
dc.typeJournal Article
dc.journal.volume28
dc.journal.issue6
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-4665
dc.journal.fristpage04024053-1
dc.journal.lastpage04024053-15
dc.page15
dc.treeJournal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006
dc.contenttypeFulltext


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