Numerical Analysis on the Bending Performance of Prestressed Superposing-Poured Composite Beams

Table 7

Simulation results of the model.

Model	Inverse arch deflection, f (mm)	Ultimate loads (kN)	Deflection (mm)
B1-1	—	148.8	8.61
B2-1	0.192	149.5	6.63
B3-1	0.177	161.7	6.92
B4-1	0.179	166.7	7.12
B1-2	—	128.8	7.99
B2-2	0.191	130.9	6.40
B3-2	0.179	144.9	7.43
B4-2	0.184	154.4	7.42