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dc.contributor.authorTao Zhang
dc.contributor.authorDanying Gao
dc.contributor.authorChengcheng Xue
dc.date.accessioned2023-11-27T23:13:11Z
dc.date.available2023-11-27T23:13:11Z
dc.date.issued10/1/2023 12:00:00 AM
dc.date.issued2023-10-01
dc.identifier.otherJCCOF2.CCENG-4170.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293387
dc.description.abstractThis paper reports on the compressive properties of a new steel wire– and carbon/glass hybrid fiber–reinforced polymer (S-CG HFRP) bar. The influence of the carbon and glass fiber volume proportion (Vc/Vg), steel wire replacement ratio (Vs), fiber volume ratio (Vf), fiber arrangement, and ratio of the unbraced length to the bar diameter (Lu/d) on the compressive behavior of the S-CG HFRP bars was experimentally investigated. The failure mechanisms were analyzed, revealing that the failure mode changed from fiber microbuckling to fiber macrobuckling with an increase in Lu/d. Adding steel wires resulted in a decrease in the compressive modulus of the S-CG HFRP bars. The compressive strength of the S-CG HFRP bars was not effectively improved by adding steel wires or carbon fibers and was governed by the Lu/d ratio. The results showed that the compressive modulus and strength of the S-CG HFRP bars were approximately 90% and 28% of their tensile modulus and strength, respectively. Finally, the relationship between the compressive and tensile properties of the S-CG HFRP bars was established. Simplified empirical equations were proposed to estimate the compressive strengths of S-CG HFRP bars with different Lu/d ratios.
dc.publisherASCE
dc.titleCharacterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression
dc.typeJournal Article
dc.journal.volume27
dc.journal.issue5
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-4170
dc.journal.fristpage04023040-1
dc.journal.lastpage04023040-16
dc.page16
dc.treeJournal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005
dc.contenttypeFulltext


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