Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables

Table 3

Comparison of geometric nonlinear static analysis.

Analysis content		Displacement (m)	Bending moment (10^4 kN⋅m)		Axial force of girder (10^4 kN)
		At midspan of main span (vertical)	At midspan of main span	At bottom of the pylon	At the pylon
CFRP cables	L	−1.406	7.57	74.2	−2.58
	IS	−1.367	7.42	71.6	−2.51
	SE	−1.364	7.41	71.4	−2.49
	BE	−1.429	7.60	73.4	−2.62
	LDE	−1.369	7.40	72.1	−2.51
	CE	−1.432	7.62	74.2	−2.96
Steel cables	L	−1.175	6.92	63.6	−2.62
	IS	−1.154	6.81	61.8	−2.56
	SE	−1.240	7.11	63.8	−2.54
	BE	−1.196	6.97	63.0	−2.66
	LDE	−1.156	6.81	62.1	−2.56
	CE	−1.331	7.39	66.4	−3.01