Article

Flexural Behaviour Of Hybrid Steel-Frp Reinforced Concrete Beam

Kamoliddin MuminovPhD student , Namangan State Technical University , UzbekistanRavshanbek MavlonovNamangan State Technical University , Uzbekistan

International Journal of Advance Scientific Researchjournal2025en

ABI

Abstract

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.

Topics

Structural Behavior of Reinforced Concrete Structural Load-Bearing Analysis Innovative concrete reinforcement materials

Identifiers

DOI: 10.37547/ijasr-05-07-05

Citations and references

Cited by 00 references

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