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