The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

Table 2

Finite element properties of the specimen.

Member	Finite element name in ABAQUS	Description	Material model	Depiction of behavior
Steel I-beam	S4R	Shell, 4-noded, reduced integration	Elastoplastic
				(a)
Steel plate	C3D8R	Solid, 8-noded, reduced integration	Elastoplastic
				(b)
Epoxy	COH3D8	Cohesive, 8-noded	Traction-separation
				(c)
HMCFRP	C3D8R	Solid, 8-noded, reduced integration	Brittle cracking
				(d)