Performance of Structural Concrete Frames Reinforced with GFRP Grid
The use of fibre-reinforced polymers (FRP) rebar in structural applications has been getting increasing attention due to the advantages it offers over conventional reinforcement (e.g. durability, light weight, magnetic neutrality). A possible application of FRP rebar reinforcement is in the area of multi-storey structural frames. However, current design standards and detailing criteria for beam-column joints were established in the 1970’s and may be considered unsuitable for FRP reinforcement due to its different mechanical properties. During recent earthquakes, many structural collapses were initiated or caused by beam-column joint failures. There are no comprehensive seismic standards for the application of FRP materials. Consequently, research is needed to gain a better understanding of the behaviour of FRP materials and their interaction with traditional materials in such application in order to implement their use on solid grounds. In this study, two full-scale quasi-static loading tests were performed on beam-column joint specimens. The first test was performed on a joint specimen reinforced with steel and its behaviour was compared to that of a second similar test performed on a GFRP-reinforced joint specimen. It is shown that GFRP-reinforced frames can have satisfactory drift capacity, but their energy dissipation capacity is limited.
Buildings--Earthquake effects; Concrete; Concrete beams; Earthquake resistant design; Earthquakes; Polymers; Reinforced concrete
Civil and Environmental Engineering | Construction Engineering and Management | Engineering | Geophysics and Seismology | Materials Science and Engineering | Structural Engineering
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Said, A. M.,
Nehdi, M. L.
Performance of Structural Concrete Frames Reinforced with GFRP Grid.
Proceedings of the 13th World Conference on Earthquake Engineering