Distortional Buckling Analysis of Steel-Concrete Composite Girders in Negative Moment Area

Table 3

Critical distortional buckling moment of I-steel composite girder under negative uniform moment.

Example number	Distortional buckling critical moment /kN·m
	ANSYS	Williams	Goltermann	Svensson
1	1129.1	1060.6	1193.6	1540.1	1138.3
2	1212.3	1148.0	1234.4	1664.7	1203.9
3	1149.7	1077.0	1197.1	1561.7	1155.0
4	390.98	354.02	405.88	619.6	404.40
5	410.19	375.12	436.86	656.6	421.61
6	401.97	366.03	469.19	640.6	414.12
7	3672.7	3126.4	3521.1	3899.1	3720.0
8	3836.5	3390.4	4014.3	4228.1	3874.5
9	3905.1	3226.8	4245.4	4024.2	3932.7
10	34.155	33.710	35.235	48.9	32.632
11	35.235	34.884	36.464	50.6	33.587
12	34.729	34.304	35.951	49.7	33.106
13	94.611	94.325	101.817	136.8	89.713
14	107.307	107.811	102.911	156.3	101.31
15	91.161	90.153	93.920	130.7	86.372