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contributor authorTao Zhang
contributor authorDanying Gao
contributor authorChengcheng Xue
date accessioned2023-11-27T23:13:11Z
date available2023-11-27T23:13:11Z
date issued10/1/2023 12:00:00 AM
date issued2023-10-01
identifier otherJCCOF2.CCENG-4170.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293387
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.
publisherASCE
titleCharacterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression
typeJournal Article
journal volume27
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/JCCOF2.CCENG-4170
journal fristpage04023040-1
journal lastpage04023040-16
page16
treeJournal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005
contenttypeFulltext


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