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- W196274569 abstract "Publisher Summary This chapter presents the pushout method employed for studying the bonding property between GFRP rebar and concrete. The material used is GFRP rod with a glass fiber volume ratio of 67% and Young's Modulus of 51GPa, and one the diameter is 8mm. The load curve shows a linear-elastic stage, a nonlinear ascending stage, then a sudden drop followed by a stable constant force stage. This indicates that the pushout process includes interfacial crack propagation phenomenon. The four-point bending test is carried out to study the effect of GFRP rebar as conventional reinforcement. Strain gauges are attached to the surface of the concrete beam, and two linear variable differential transducers are used to measure the deflection at the bottom of the beams in the pure bending region. The maximum deflection to load span ratio is 1/82, which is far beyond the serviceability requirement. It is observed that several main cracks occurred in the pure bending region, with their depths extending to over 3/4of the beam depth. This implies that the bonding between GFRP rebar and concrete is acceptable otherwise the beam would have failed." @default.
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- W196274569 date "2002-01-01" @default.
- W196274569 modified "2023-09-30" @default.
- W196274569 title "Application of GFRP rebar in civil structures" @default.
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- W196274569 doi "https://doi.org/10.1016/b978-008044100-9/50102-9" @default.
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