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

<div>Optimization results. (a) Maximum tensile stress of the steel plate and vertical displacement. (b) Maximum tensile stress of the UHPC layer and mass of the composite bridge deck.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Parameter Optimization and Bending Performance Analysis of a Corrugated Steel Plate-UHPC Composite Bridge Deck with PZ Shear Connectors 