Table 8 Maximum stress and strain in reinforcements.
From: Numerical Assessment of Reinforcing Details in Beam-Column Joints on Blast Resistance
Type of reinforcements | Max. stress (MPa) | Max. strain | Time (ms) | |
|---|---|---|---|---|
BC | Flexural bars in the top | 602.13 | 0.0386 | 200 |
BC-F | Flexural bars in the top | 513.64 | 0.018 | 200 |
Flexural bars in the bottom | 479.14 | 0.0079 | 58.3 | |
BC-D | Flexural bars in the top | 577 | 0.0327 | 169.6 |
Diagonal bars | 479.75 | 0.0089 | 58.4 | |
BC-F-S | Flexural bars in the top | 354.77 | 0.0017 | 12.3 |
Flexural bars in the bottom | 397.4 | 0.0019 | 9.7 | |
Shear reinforcement | 527.55 | 0.0214 | 191.3 | |
BC-A | Flexural bars in the top | 401.44 | 0.002 | 9.1 |
Flexural bars in the bottom | 472.67 | 0.0026 | 9.5 | |
Diagonal bars | 472.67 | 0.0027 | 9.5 | |
Shear reinforcement | 527.54 | 0.0214 | 136 | |