Experimental and numerical study on flexural behavior of steel fiber reinforced high–strength concrete (SFRHC) beams
Abstract This study investigates the flexural behavior of steel fiber reinforced high-strength concrete (SFRHC) beams through experimental testing and numerical analysis. Eleven beams were subjected to four-point bending tests, with three primary variables: steel fiber volume fraction, beam depth, a...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-05-01
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| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-02220-7 |
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