Using Steel Fiber-Reinforced Concrete Precast Panels for Strengthening in Shear of Beams: An Experimental and Analytical Investigation

Figure 10

Load versus vertical displacement of the RC beam and SFRC panel with various connection details. (a) 1.5F-Epoxy. (b) 1.5F-4D12. (c) 1.5F-6D12. (d) 1.5F-6D10. (e) 1.5F-8D10.

(a)

(b)

(c)

(d)

(e)