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

Figure 18

Damages in the UHPC layer. (a) Compressive damages in deck under 70% of the ultimate load. (b) Compressive damages in deck under the ultimate load. (c) Tension damages in deck under 70% of the ultimate load. (d) Tension damages in deck under the ultimate load.

(a)

(b)

(c)

(d)