Table 2 Experimental results
From: Flexure behavior of hollow steel beams strengthening with ferrocement
Specimens ID | Failure load (Pu) kN EXP. | Ultimate moment (Mu) kN.m EXP. | Mode of failure |
|---|---|---|---|
Control | 110 | 27.5 | CFS buckling |
FCH1 | 164 | 41 | Ferrocement crushing followed by CFS buckling |
FCH2 | 164 | 41 | Ferrocement crushing followed by CFS buckling |
FCH3 | 165 | 41.25 | Ferrocement crushing followed by CFS buckling |
FCH4 | 130 | 32.5 | CFS buckling |
FCH5 | 170 | 42.5 | CFS buckling |
FCH6 | 132 | 33 | CFS buckling |
FCH7 | 185 | 46.25 | CFS buckling |
FCH8 | 136 | 34 | CFS buckling |