Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion

Table 3

Material properties of steel.

Material	Thickness (diameter/mm)	Elastic modulus (MPa)	Yielding strength (MPa)	Ultimate tensile strength (MPa)
Steel plate	6	2.03 × 10^5	394	563
	8		387	568
	10		406	574
	12		395	556
Reinforcement	6	2.00 × 10^5	571	754
	10		492	673
Shear stud	40 × 100	1.90 × 10^5	397	453

Note. All the values in Tables 2 and 3 are average values obtained from laboratory tests. The standard deviation of some results is given in brackets.