Flexural Behaviour Of Hybrid Steel-Frp Reinforced Concrete Beam
Kamoliddin MuminovPhD student , Namangan State Technical University , UzbekistanRavshanbek MavlonovNamangan State Technical University , Uzbekistan
ABI
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This paper presents the experimental test results of hybrid steel–glass fiber reinforced polymer (GFRP) reinforced concrete beams under four-point bending, and compares them with conventional steel reinforced concrete beams.
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