Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds

Table 5

The results of the parametric study.

Group no.	Specimens ID	Py, Num (kN)	μy (%)	Pu, Num (kN)	μu (%)	Failure mode
Control	CW20IFNW	141	—	197	—	WB + FB
Group 1	Bw2Y420	131	93	186	94	WB + FB
	Bw4Y420	165	117	225	114	WB + FB
	Bw5Y420	178	126	233	118	FB
	Bw6Y420	180	128	238	121	FB
Group 2	Bw3Y400	135	96	194	98	WB + FB
	Bw3Y450	177.5	126	220	112	FB
	Bw3Y500	177.5	126	222	113	FB
Group 3	Bw3H450	154	109	216.5	110	WB + FB
	Bw3H550	166	118	228.8	116	WB
	Bw3H650	168.9	120	239.5	122	WB
Group 4	Bf07Y420	124	88	177	90	FB
	Bf09Y420	175	124	233	118	WB + FB
	Bf10Y420	210	149	258	131	WB
	Bf12Y420	275	195	305	155	WB
Group 5	Bf08Yf250	159	113	217.6	110	WB + FB
	Bf08Yf275	171	121	227	115	WB
	Bf08Yf300	177	126	237	120	WB
Group 6	BS1Hs150	157.5	112	225	114	WB + FB
	BS2Hs150	199.8	142	278.5	141	WB + FB
	BS3Hs150	210.5	149	378	192	WB
	BS1Hs250	189.5	134	254.7	129	WB + FB
	BS1Hs350	208.5	148	328.5	167	WB + FB

and ; any = any specimen and CB = control specimen.