Table 2: Summary of test results for tested deep beams*.

Beam Designation Type of Beam fʹc ρw ** SF (%) Type of Loading No. of Cycles Pu (kN) Mode of
Failure
B -HS-M-FHSC 1-ρw 4 Non-
Hybrid
(FHSC)
60 0.004*** (Min) 1 Monotonic - 810 Diagonal Shear Failure
B -HS-R-FHSC 1- ρw 4 Non-
Hybrid
(FHSC)
60 0.004
(Min)
1 Repeated (75% of Ultimate Load for Last Beam) 5 640 Diagonal Shear Failure
B -HS-M-Hy1-ρw 4 Hybrid 60 0.004 (Min) 1 Monotonic - 730 Diagonal Shear Failure
B -HS-R-Hy1-ρw 4 Hybrid 60 0.004 (Min) 1 Repeated (75% of Ultimate Load for Last Beam) 5 555 Diagonal Shear Failure
B - HS-M-Hy1-ρw 6 Hybrid 60 0.006
(>Min)
1 Monotonic - 900 Diagonal Shear Failure
B -HS-R-Hy1-ρw 6 Hybrid 60 0.006
(>Min)
1 Repeated (75% of Ultimate Load for Last Beam) 5 700 Shear-Flexural Failure
B -NC-M-Hy1-ρw 4 Hybrid 30 0.004
(Min)
1 Monotonic - 370 Diagonal Shear Failure
B -NC-R-Hy1-ρw 4 Hybrid 30 0.004
(Min)
1 Repeated (75% of Ultimate Load for Last Beam) 5 280 Diagonal Shear Failure
B -HS-M-HSC 0-ρw 4 Non-Hybrid
(HSC)
60 0.004 (Min) 0 Monotonic - 610 Diagonal Shear Failure
B -HS-R-HSC 0-ρw 4 Non-Hybrid
(HSC)
60 0.004 (Min) 0 Repeated (75% of Ultimate Load for Last Beam) 5 470 Diagonal Shear Failure

*All beams have the same (a/h) ratio = 1.14.