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Two-Parameter Kinematic Approach for Shear Strength of Deep Concrete Beams with Internal FRP Reinforcement

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Figure

Fig. 1. Behavior of deep beams with FRP reinforcement and steel reinforcement (G8N6 data from Farghaly and Benmokrane 2013):
Fig. 2. Two-degree-of-freedom kinematic model for deep beams under single curvature: (a) deformation patterns and DOFs; (b) geometry;
Fig. 3. 2PKT approach applied to GFRP-reinforced specimen A1/50 (data from Latosh 2014)
Fig. 5. Effect of position of thrust line in deep beams
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