Ductility Estimation for Flexural Concrete Beams Longitudinally Reinforced with Hybrid FRP-Steel Bars.

Polymers (Basel) · 2022 · PMC8914828 · PMID 35267840

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quite significantno p-value reported

The test results showed that the reinforcement position did not significantly affect the flexural capacity of beams with a higher ratio of hybrid reinforcement, but was quite significant in beams with a lower ratio of hybrid reinforcement.

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