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Nonlinear Analysis of Deep Beam Reinforced with Steel Bar and Laminating FRP on Steel Bar

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Academic year: 2020

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Figure

Fig. 1: Reinforcement details of control beam L/D ratio 1.7
Fig. 3: Model of CFRP laminated deep beam L1 (L/D ratio 1.7)
Fig. 6: Crack pattern of beam D1 (L/D ratio 1.7)
Fig. 10: Load deflection response of beams L/D ratio 1.5

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