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

Table 5

Load-slip curve information of specimens.

Ratio of shear span to depth	Specimen	(kN)	(%)	(mm)	(%)
4.44	CD-ER-P-λ4.44	36.94	0	0.179	0
	CD-ERG-P-λ4.44	43.70	18.3	0.071	-60.3
	CD-ERA-P-λ4.44	44.73	21.1	0.762	325.7
3.33	CD-ER-P-λ3.33	59.95	0	0.501	0
	CD-ERG-P-λ3.33	65.19	8.74	0.044	-91.2
	CD-ERA-P-λ3.33	62.20	3.75	0.591	18.0