Flexural Behaviour Of Hybrid Steel-Frp Reinforced Concrete Beam
DOI:
https://doi.org/10.37547/ijasr-05-07-05Keywords:
Concrete, reinforced concrete beam, GFRP barAbstract
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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Copyright (c) 2025 Kamoliddin Muminov, Ravshanbek Mavlonov
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