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Test results show that bond strength degradation is almost linear for both type of rebars, however, 600 °C is also the critical temperature regarding the serious deterioration on concrete.
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However, experimental researches on this new type of rebar have been limited, especially those on the bond performance.
Two main parameters were considered in the experimental investigation: the compressive strength of concrete (from 25.6 MPa to 92.4 MPa) and the type of rebar (steel, sand-coated GFRP, and helically wrapped GFRP).
If you purchase your rebar from a fabricator, the supplier will usually review your structural engineer's or architect's plans and produce a shop drawing with details and identifying tags for each type of rebar used in the project.
The epoxy coated and epoxy/zinc duplex coated rebars show the higher anti-corrosion performance than other types of rebars.
The results were compared and indicated that although the static mechanical properties of three types of rebars are similar, the rebar with a V/N ratio of about 6 exhibits the higher cyclic toughness, fatigue life and stress amplitude than that of other rebars under constant strain amplitude, and more tire patterns could be observed in its fatigue fractography.
The test results showed that although the static mechanical properties of two types of rebars is similar, the V-N MA rebar exhibit higher cyclic toughness, fatigue life and stress amplitude under constant strain amplitude, as well as the transition fatigue life than the QST rebar, suggesting it will have better seismic performance under seismic loading.
Such a distributed measurement system provided access to the longitudinal strain distribution along the rebar near the rebar-concrete interface, and then made it possible to determine the effective development length of the various types of rebars considered in this study.
Adult leptostracans have both types of glands.
Both types of samples were useful.
Congress has banned both types of experiments.
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