Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck

<div>Loading scheme and design of ratio of shear span. (a) Ratio of shear span to depth (<i>λ</i><sub>1</sub> = 4.44). (b) Ratio of shear span to depth (<i>λ</i><sub>2</sub> = 3.33). (c) Design ratio of shear span to depth (<i>λ</i><sub>1</sub>).</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck 