Research Article
Stress Analysis and Structural Optimization of Steel–Concrete Joint of Zhonghua Road Bridge in Liaocheng
Table 5
Stress of the steel part in the steelconcrete joint under.
| Load | Maximum tensile stress along the bridge’s central line (MPa) | Maximum compressive stress along the bridge’s central line (MPa) | Maximum tensile stress perpendicular to the bridge’s central line (MPa) | Maximum compressive stress perpendicular to the bridge’s central line (MPa) | Von-mise stress (MPa) |
| Load 1 | 125.39 | −326.53 | 112.06 | −132.49 | 302.37 | Load 2 | 170.22 | −301.44 | 148.83 | −176.17 | 357.70 | Load 3 | 126.09 | −328.08 | 112.59 | −133.12 | 303.83 | Load 4 | 129.89 | −309.99 | 116.97 | −136.08 | 331.27 | Load 5 | 247.20 | −286.93 | 186.32 | −176.02 | 315.48 | Load 6 | 266.67 | −281.96 | 287.75 | −289.23 | 336.71 |
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