A Fluid-Structure Interaction Model for Bridge Safety Assessment under Scour Conditions

Table 5

The maximum axial force of fluid-solid interaction.

Scour depth (m)	Flow velocity (m/s)
	0.5	1.0	1.5	2.0	2.5	3.0
0	—	—	—	—	—	—
2	—	—	—	—	—	—
4	53413.85	53416.30	53419.47	53384.74	53324.93	53304.01
6	53927.74	53901.52	53892.26	53828.94	53749.19	53690.11
8	54856.68	54838.10	54843.56	55132.36	54783.61	54680.72
10	55701.01	55695.67	55667.72	55629.97	—	—

(kgf).