Table 6 Critical responses with the different thickness of U-rib at the high temperature.
From: Response analysis of orthotropic steel deck pavement based on interlayer contact bonding condition
Thickness of U-rib (mm) | \({\text{U}}_{MST}\) (mm) | \(\varepsilon_{MST}\) (10−6) | \(\varepsilon_{MSB}\) (10−6) | \(\varepsilon_{MGB}\) (10−6) |
|---|---|---|---|---|
6 | − 0.796➀ | 600.545 | 193.559 | 205.181 |
8 | − 0.692 | 675.144 | 231.310 | 204.993 |
10 | − 0.626 | 718.416 | 251.410 | 204.095 |
12 | − 0.580➁ | 744.542 | 262.164 | 202.801 |
Ratio ((➁ − ➀)/➀ × 100%) | − 27.19% | 23.98% | 35.44% | − 1.16% |
