A Study on the Application of Two Different Material Constitutive Models Used in the FE Simulation of the Cyclic Plastic Behavior of a Steel Beam-Column T-Stub Connection

Table 4

Comparison between some positive peak loading forces and the comparisons between them.

(mm)		(kN)	(kN)	(kN)
10	0.33	54.5	44.5	47.5	18.4	12.8
20	1.67	84.7	72.3	81.3	14.6	4.01
40	4.33	129.8	108.4	127.5	16.5	1.77
60	7.00	137.5	138.3	124.1	9.75	0.58
70	8.12	133.5	127.2	135.9	4.72	1.80

Note. The subscript, , which denotes a positive peak was omitted, and the subscripts t, I, and C, denote the results from the test, IHM-S, and CHM-S, respectively.