Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model

<div>Simplification of failure mode of 2-line reinforcement [bond model II-2].</div>

Advances in Materials Science and Engineering

Figure 7: Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model 