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...

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Hlavní autoři:	Raid Khalel, Elwi Mohammed, Al-Alusi Mohammed Raji Mohammed
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Sciendo 2026-06-01
Edice:	Civil and Environmental Engineering
Témata:	lightweight concrete (lwc) externally bonded carbon fibre reinforced polymer (cfrp) finite element analysis (fea)
On-line přístup:	https://doi.org/10.2478/cee-2026-0038
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