Table 4 Peak value of critical responses with different vehicle speed at the high temperature.
From: Response analysis of orthotropic steel deck pavement based on interlayer contact bonding condition
Vehicle speed (Km/h) | \({\text{U}}_{MST}\) (mm) | \(\varepsilon_{MST}\) (10−6) | \(\varepsilon_{MSB}\) (10−6) | \(\varepsilon_{MGB}\) (10−6) |
|---|---|---|---|---|
40 | − 0.649➀ | 576.174 | 199.841 | 194.503 |
60 | − 0.595 | 513.630 | 176.711 | 182.621 |
80 | − 0.554 | 463.152 | 156.332 | 170.472 |
100 | − 0.521 | 423.448 | 139.179 | 159.108 |
120 | − 0.494➁ | 392.107 | 124.855 | 148.819 |
Ratio ((➁ − ➀)/➀ × 100%) | − 23.88% | − 31.95% | − 37.52% | − 23.49% |
