Research Article

Experimental Study on an Innovative Shear Connector in Steel-UHPC Composite Structure

Table 2

Parameters of main material.

PartsMaterial typesElasticity modulus (MPa)Yield strength (MPa)Tensile strength (MPa)Compressive strength (MPa)

H-shaped steelQ3452.06E53.45E25.00E2
UHPC slabUHPC4.26E41.67E2
StudML152.06E53.45E24.00E2
Ribbed barHRB4002.06E54.00E25.40E2