Behavior of Hybrid CFRP Laminated Thin-Walled Beams: Experimental, Numerical, and Analytical Evaluations

Table 1

Detailed information about the specimens.

Group	Shear pan to depth ratio (a/d)	Beam	Lay-up of the flanges	Lay-up of the web
A	2	S1	Steel beam
		S-A-1	(0, 90, 02, 90)	(0, 90, −45, 45)s
		S-A-2	(0, 90, 03, 90)	(0, 90, −45, 45)s
		S-A-3	(0, 90, 04, 90)	(0, 90, −45, 45)s
B	1	S2	Steel beam
		S-B-1	(0, 90, 02, 90)	(0, 90, −45, 45)s
		S-B-2	(0, 90, 02, 90)	(0, 90, 45, 45)s
		S-B-3	(0, 90, 02, 90)	(0, 90, 60)s
		S-B-4	(0, 90, 02, 90)	(0, 90, 60, 60)s