EXPERIMENTAL INVESTIGATION OF FLEXURAL PERFORMANCE OF T-SHAPED HYBRID CONCRETE BEAMS RETROFITTED WITH NSM TECHNIQUE USING GFRP BARS
In this research, thirteen T-shaped hybrid concrete beams were designed to investigate their flexural behavior. Flanges of all beams were cast by 106 N/mm2 fcu of self-compacting high-strength concrete (SC-HSC), while the webs were made by 45 N/mm2 fcu of normal-strength concrete (NSC). One beam was...
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| Principais autores: | , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Faculty of Engineering, University of Kufa
2026-02-01
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| Serier: | Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ |
| Fag: | |
| Online adgang: | https://journal.uokufa.edu.iq/index.php/kje/article/view/18998 |
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