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

Table 4

Crack pattern of the panels at ultimate load obtained from tests and FE analysis.

Beam	Crack pattern from experiments	Principal strain from FE analysis
1.5F-Epoxy
0F-8D12
1F-8D12
1.5F-8D12
1.5F-4D12
1.5F-6D12
1.5F-6D10
1.5F-8D10