Research Article

Experimental Study and Direct Strength Method for Cold-Formed Steel Built-Up I-Sectional Columns under Axial Compression

Table 4

Comparison on buckling modes and ultimate load capacities of built-up I-sectional columns.

No.SpecimenTest buckling modeFEA buckling modePt (kN)Pta (kN)PA (kN)PD (kN)PMD (kN)Pt/PAPt/PDPt/PMD

1DC7510-05-S150-N-1D + LD + L105.44108.66120.92126.74104.290.8720.8321.011
2DC7510-05-S150-N-2D + LD + L111.88121125.5104.70.9250.8911.069
3DC7510-15-S150-N-1L + DL + D92.994.5596.78128.0496.330.9600.7260.964
4DC7510-15-S150-N-2L + DL + D96.296.3128.595.90.9990.7491.003
5DC7510-15-S300-N-1L + DL + D91.892.0592.920.988
6DC7510-15-S300-N-2L + DL + D92.392.380.999
7DC7510-15-S150-Y-1L + DL + D96.597.660.988
8DC7510-15-S300-Y-2L + DL + D94.9100.530.944
9DC7510-20-S150-N-1L + D + GL + D + G89.4187.7992.9127.8989.10.9620.6991.003
10DC7510-20-S150-N-2L + D + GL + D + G86.1690.47127.4486.050.9520.6761.001
11DC7510-20-S300-N-1L + D + GL + D + G87.3487.1091.620.953
12DC7510-20-S300-N-2L + D + GL + D + G86.8691.20.952
13DC7510-20-S150-Y-1L + D + GL + D + G87.8992.730.937
14DC7510-20-S300-Y-1L + D + GL + D + G88.5492.890.953

15DC9008-05-S150-N-1L + DL + D71.0369.9777.72105.967.880.9140.6711.046
16DC9008-05-S150-N-2L + DL + D68.976.16105.9667.350.9050.6501.023
17DC9008-15-S150-N-1L + DL + D66.4866.1273.53104.2867.780.9040.6380.981
18DC9008-15-S150-N-2L + DL + D65.7672.06103.9567.230.9130.6330.978
19DC9008-15-S300-N-1L + DL + D67.8267.3174.160.915
20DC9008-15-S300-N-2L + DL + D66.873.240.912
21DC9008-15-S150-Y-1L + DL + D68.875.880.907
22DC9008-15-S300-Y-1L + DL + D67.973.260.908
23DC9008-20-S150-N-1L + DL + D69.3370.4773.0498.2764.190.9490.7061.080
24DC9008-20-S150-N-2L + DL + D71.673.7798.0565.450.9710.7301.094
25DC9008-20-S300-N-1L + DL + D70.1670.2070.420.996
26DC9008-20-S300-N-2L + DL + D70.2470.950.990
27DC9008-20-S150-Y-1L + DL + D71.2173.230.945
28DC9008-20-S300-Y-1L + DL + D70.8472.130.941

29DC10008-05-S150-N-1D + LD + L58.2959.3763.3271.0647.610.9210.8201.224
30DC10008-05-S150-N-2D + LD + L60.4562.570.9847.850.9670.8521.263
31DC10008-15-S150-N-1D + LD + L56.27554.0055.1170.9647.681.0210.7931.180
32DC10008-15-S150-N-2D + LD + L51.7255470.7547.750.9580.7311.083
33DC10008-15-S300-N-1D + LD + L52.652.7055.230.952
34DC10008-15-S300-N-2D + LD + L52.853.930.979
35DC10008-15-S150-Y-1D + LD + L55.755.191.009
36DC10008-15-S300-Y-1D + LD + L5755.221.032
37DC10008-20-S150-N-1D + LD + L56.3355.5754.4870.6547.761.0340.7971.179
38DC10008-20-S150-N-2D + LD + L54.85470.1247.951.0150.7821.143
39DC10008-20-S300-N-1D + LD + L52.5453.1552.610.999
40DC10008-20-S300-N-2D + LD + L53.7653.141.012
41DC10008-20-S150-Y-1D + LD + L55.8855.121.014
42DC10008-20-S300-Y-1D + LD + L53.8552.11.018

43DC8008-05-S150-N-1D + LD + L64.2663.4968.3779.0158.460.9400.8131.099
44DC8008-05-S150-N-2D + LD + L62.7267.6778.3258.120.9270.8011.079
45DC8008-15-S150-N-1L + DL + D55.757.5055.6379.7157.211.0010.6990.974
46DC8008-15-S150-N-2L + DL + D59.356.7579.5356.351.0450.7461.052
47DC8008-15-S300-N-1L + DL + D54.455.9053.431.018
48DC8008-15-S300-N-2L + DL + D57.455.041.043
49DC8008-15-S150-Y-1L + DL + D57.9653.350.955
50DC8008-15-S300-Y-1L + DL + D59.159.740.989
51DC8008-20-S150-N-1L + D + GL + D + G57.9756.4054.6879.0355.131.0600.7341.052
52DC8008-20-S150-N-2L + D + GL + D + G54.8254.2178.2154.451.0110.7011.007
53DC8008-20-S300-N-1L + D + GL + D + G52.552.0453.310.985
54DC8008-20-S300-N-2L + D + GL + D + G51.5852.240.987
55DC8008-20-S150-Y-1L + D + GL + D + G57.1455.480.976
56DC8008-20-S300-Y-1L + D + GL + D + G52.7353.660.964

Average0.9690.7441.066
Standard deviation0.0360.0570.064
Coefficient of variation0.0370.0770.060