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This paper investigates the flexural behavior of hollow reinforced concrete continuous beams reinforced with GFRP bars under two-point loading conditions. It employs both numerical and analytical studies to assess the impact of hollow core shape, size, and location on beam performance, revealing that the maximum load decreases by 1.8-32% depending on these factors. The study concludes that the optimal position for a hollow core is within the neutral axis zone of the beam

Author

vebrian.sipil

Language

EN