Table 3 Rupture loads and rupture modes observed in the specimens.
From: Stainless Steel Bonded to Concrete: An Experimental Assessment using the DIC Technique
Specimen | Bond length, L b (mm) | Rupture loads, F rup (kN) | Failure mode |
|---|---|---|---|
SS-EBR-L50 | 50 | 6.3 | Type I |
SS-EBR-L100a | 100 | 12.8 | Type II |
SS-EBR-L100b | 100 | 12.4 | Type I |
SS-EBR-L160 | 160 | 14.5 | Type I |
SS-EBR-L240 | 240 | 15.9 | Type II |
SS-EBR-L300 | 300 | 21.9 | Type II |
SS-EBR-L400 | 400 | 18.6 | Type III |
SS-EBR-L560 | 560 | 14.6 | Type III |
SS-EBR-L640 | 640 | 18.5 | Type II |
SS-EBR-L800 | 800 | 14.8 | Type III |
SS-NSM-L35 | 35 | 13.8 | Type IV |
SS-NSM-L50 | 50 | 26.2 | Type IV |
SS-NSM-L75 | 75 | 35.6 | Type IV |
SS-NSM-L100 | 100 | 40.1 | Type V |
SS-NSM-L200 | 200 | 48.9 | Type V |
SS-NSM-L300 | 300 | 47.8 | Type V |