A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks Rebars through an Experimental-Numerical Approach

Table 4

Slant shear strength results.

Angle	Sample no.	Tested		Fitted stress (MPa)	Ratio
		Peak load (kN)	Shear stress (MPa)
70°	1	351.1	9.93	8.72	1.14
	2	416.8	12.16	9.99	1.22
	3	243.2	6.78	6.64	1.02
60°	1	29.82	1.30	2.72	0.48
	2	488.7	14.09	14.65	0.96
	3	463.5	13.36	13.99	0.95
50°	1	109.9	4.67	5.20	0.90
	2	556.7	18.27	18.40	0.99
	3	492.3	16.16	16.49	0.98