A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Arrangement of hybrid rebars on flexural behavior of HSC beams
This paper analyzes the flexural behavior of high strength concrete beams reinforced with hybrid glass fiber reinforced polymer (GFRP) and steel reinforcements. To verify the influence of the arrangement of rebar layers and support design of concrete structures with hybrid reinforcement, we have experimentally investigated the flexural strength, load–deflection and crack behaviors of hybrid reinforced concrete beams. Four beams, including one control beam reinforced with only GFRP bars, are tested. The arrangement of reinforcement layers is the main parameters considered. Theoretical models are proposed for the prediction of ultimate capacity and modes of failure.
Arrangement of hybrid rebars on flexural behavior of HSC beams
This paper analyzes the flexural behavior of high strength concrete beams reinforced with hybrid glass fiber reinforced polymer (GFRP) and steel reinforcements. To verify the influence of the arrangement of rebar layers and support design of concrete structures with hybrid reinforcement, we have experimentally investigated the flexural strength, load–deflection and crack behaviors of hybrid reinforced concrete beams. Four beams, including one control beam reinforced with only GFRP bars, are tested. The arrangement of reinforcement layers is the main parameters considered. Theoretical models are proposed for the prediction of ultimate capacity and modes of failure.
Arrangement of hybrid rebars on flexural behavior of HSC beams
Liu, Yinghao (author) / Yuan, Yong (author)
Composites, Part B: Engineering ; 45 ; 22-31
2013
10 Seiten, 19 Quellen
Article (Journal)
English
Arrangement of hybrid rebars on flexural behavior of HSC beams
| British Library Online Contents | 2013
Arrangement of hybrid rebars on flexural behavior of HSC beams
| British Library Online Contents | 2013
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Flexural behavior of expansive concrete beams reinforced with hybrid CFRP enclosure and steel rebars
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