Experimental study on flexural behavior of concrete beams reinforced by steel-fiber reinforced polymer composite bars:

Experimental studies investigating the flexural behavior of six concrete beams were conducted with various reinforcements, including ordinary steel bars, steel-fiber reinforced polymer composite bars, pure fiber-reinforced polymer bars (either carbon fiber reinforced polymer bars or basalt fiber reinforced polymer bars), and hybrid bars (steel bars and basalt fiber reinforced polymer bars). The test results show the following: (a) steel-fiber reinforced polymer composite bar beams exhibit stable post-yield stiffness after the yielding of the inner steel bar of the steel-fiber reinforced polymer composite bar and concrete crushed after the rupture of the outer fiber-reinforced polymer of the steel-fiber reinforced polymer composite bar; (b) the ordinary reinforced concrete beam has the largest ductility coefficient, but the ultimate load was just approximately 31% of that of the corresponding steel-fiber reinforced polymer composite bar beams; (c) brittle shear failure was observed for both fiber reinforce...