Analysis of GFRP-reinforced beams in enhanced SCC
This study investigated the flexural behaviour of glass fibre-reinforced polymer (GFRP)-reinforced beams with two different ratios (0.68 % and 1.03 %) using traditional Self-Compacting Concrete (SCC) and SCC with 30 % Ultrafine Slag (UFS). The study analysed crack patterns, failure modes, load-defle...
Gorde:
| Egile Nagusiak: | , |
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
| Argitaratua: |
Croatian Association of Civil Engineers
2024-08-01
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| Saila: | Građevinar |
| Gaiak: | |
| Sarrera elektronikoa: | https://doi.org/10.14256/JCE.3852.2023 |
| Etiketak: |
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