The Experimental Study of Concrete Beams Reinforced with Different Types of Bars Carrying Capacity
Andrey BeninPetersburg State Transport University, 190031, 9 Moskovsky pr., Saint PetersburgС. Г. СеменовPetersburg State Transport University, 190031, 9 Moskovsky pr., Saint PetersburgE.A. BogdanovaPetersburg State Transport University, 190031, 9 Moskovsky pr., Saint Petersburg
2016en
ABI
Abstract
The results of experimental study on concrete beams reinforced with glass fiber reinforced plastic (GFRP) bars are presented and compared with steel reinforced concrete beams and beams reinforced with steel and GFRP bars together. Three series of reinforced beams were tested in the flexure. The experimental data are showed that possible area in which GFRP bar possesses potential to employ is secondary reinforcement in concrete structures.
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