Parameter Optimization and Bending Performance Analysis of a Corrugated Steel Plate-UHPC Composite Bridge Deck with PZ Shear Connectors

Table 4

The optimized indices (unit: mm).

Indexes	Optimized solution
	1	2	3
h1	49.738	55.692	59.490
t1	10.103	10.706	12.261
b1	120.260	120.140	128.070
h2	119.650	117.920	119.640
b2	70.142	70.120	70.231
b3	80.064	80.297	80.508