Numerical Investigation of Shear Response Lightweight Concrete Beams Strengthened with CFRP Reinforcement
This paper conducted a numerical analysis of the shear response of lightweight concrete (LWC) beams reinforced with carbon fiber-reinforced polymer (CFRP) reinforcement. An ABAQUS finite element (FE) model was developed and adjusted to the experimental data of Al-Allaf (2019). The model was in close...
Kaydedildi:
| Asıl Yazarlar: | , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Sciendo
2026-06-01
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| Seri Bilgileri: | Civil and Environmental Engineering |
| Konular: | |
| Online Erişim: | https://doi.org/10.2478/cee-2026-0038 |
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