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

Table 1

Details of specimens.

Specimen	Interface thickness	Surface	Load	Ratio of shear span to depth	Number
CD-ER-P-λ4.44	2	R	P	4.44	1
CD-ERG-P-λ4.44	2	R + G	P	4.44	1
CD-ERA-P-λ4.44	2	R + A	P	4.44	1
CD-ER-P-λ3.33	2	R	P	3.33	1
CD-ERG-P-λ3.33	2	R + G	P	3.33	1
CD-ERA-P-λ3.33	2	R + A	P	3.33	1