Study on the Flexural Capacity of Reinforced Concrete Beams Strengthened with UHPC Thin Layers Considering Interface Slip
This study investigates the flexural behavior and practical application of Reinforced Concrete (RC) beams strengthened with Ultra-High Performance Concrete (UHPC). Flexural tests were conducted on ten beam specimens to systematically analyze the effects of steel fiber dosage, reinforcement ratio, an...
محفوظ في:
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
MDPI AG
2026-01-01
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| سلاسل: | Buildings |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.mdpi.com/2075-5309/16/3/562 |
| الوسوم: |
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