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Numerical Study on the Flexural Behaviour of Concrete Beams Reinforced by GFRP Bars

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Figure

Fig. 1. a) Schematic geometry of the model, b) Finite element mesh.
Fig. 2. Hognestad stress-strain curve for concrete material [6].
Table 3. Test specimens used for validation of the numerical model. Specimen ρ  Height  Width  Shear f'
Fig. 4. Tensile damage in the FRP reinforced beam.
+2

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