Experimental Study of Concrete Beams Reinforced with GFRP Rebars Exposed to High Temperatures

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Abstract

The paper deals with the experimental study of the behaviour of large concrete beams reinforced with glass fibre reinforced polymer (GFRP) rebars exposed to high temperatures equivalent to fire load. The four-point bending test was carried out on the beams after cooling. This study provided values for the load bearing capacity of the beams.

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