Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
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Issue Date
2020-02-28
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Institute of Physics PublishingJournal
IOP Conference Series: Materials Science and EngineeringDOI
10.1088/1757-899X/758/1/012009Additional Links
https://iopscience.iop.org/article/10.1088/1757-899X/758/1/012009Abstract
The present study deals with the use of fiberglass reinforced polymer bars (GFRP) as a replacement for the common steel of a reinforced concrete circular pile, in order to avoid the corrosion of durability of reinforcing bars and thus improve them. The comparative analysis was carried out between a pile reinforced with GFRP and another with steel, where the ductility was evaluated by obtaining moment-curvature diagram. As a result, said idealized moment-curvature diagrams and ductility indices are presented, concluding the ductility of the section reinforced with GFRP in 20% more than that of steel.Type
info:eu-repo/semantics/articleRights
info:eu-repo/semantics/openAccessAttribution-NonCommercial-ShareAlike 4.0 International
Language
engSeries/Report no.
1ISSN
17578981ae974a485f413a2113503eed53cd6c53
10.1088/1757-899X/758/1/012009
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- Creative Commons