Table 10 Maximum Mises stress of reinforcing bars in a two-layer open-web sandwich plate structure at three different cross-sectional locations.
From: Study on dynamic response of open web sandwich plate under near field explosive load
Number | f-a(MPa) | f-b(MPa) | f–c(MPa) | f-d(MPa) |
|---|---|---|---|---|
X1: second floor plate u-section | 349.50 | 169.18 | 98.70 | 483.76 |
X2: first floor plate u-section | 127.71 | 98.74 | 118.27 | 144.61 |
X3: second floor plate v-section | 300.16 | 257.08 | 174.52 | 393.26 |
X4: first floor plate v-section | 139.17 | 111.03 | 101.30 | 188.62 |
X5: second floor plate w-section | 236.23 | 120.47 | 113.38 | 360.86 |
X6: first floor plate w-section | 138.60 | 127.76 | 117.62 | 237.84 |
