Table 2 Parameters of the parametric FEA of Joint C
From: Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge
Group | Configuration | Yield stress in steel girder (MPa) | Nominal anchor diameter (mm) |
|---|---|---|---|
Group A | GR42-ND24 | 290 (GR42) | 24 (ND24) |
GR50-ND24 | 345 (GR50) | 24 (ND24) | |
GR55-ND24 | 380 (GR55) | 24 (ND24) | |
GR60-ND24 | 415 (GR60) | 24 (ND24) | |
GR65-ND24 | 450 (GR65) | 24 (ND24) | |
Group B | GR60-ND06 | 415 (GR60) | 6 (ND06) |
GR60-ND18 | 415 (GR60) | 12 (ND12) | |
GR60-ND24 | 415 (GR60) | 18 (ND18) | |
GR60-ND30 | 415 (GR60) | 24 (ND24) | |
GR60-ND30 | 415 (GR60) | 30 (ND30) |