| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5205278 | Polymer Testing | 2017 | 6 Pages |
The paper discusses the advantage of fiber-reinforced polymer (FRP) rebar for application in concrete because of its light weight, high strength, high corrosion resistance and durability. Different options of shaping the wave-like texture of FRP bars for concrete bonding are considered. The diameter measurement problem of ribbed FRP bars is examined, and a proprietary procedure is suggested to determine the equivalent diameter and elastic modulus of ribbed FRP bars. The tensile strength (889-1197Â MPa) obtained herein is greater than the longitudinal flexural strength (566-822Â MPa), which is due to the ribs, contrary to the case of plain bars. The elastic modulus values obtained (40-61Â GPa) are in agreement with the known literature data.
