Lateral Buckling Analysis of the Steel-Concrete Composite Beams in Negative Moment Region

Table 2

Calculation results.

Number of example	ANSYS/MPa	Literature method [4]/MPa	Literature method [15]/MPa	The proposed method/MPa
1	5.81 × 10^2	2.21 × 10^2	8.38 × 10^2	5.83 × 10^2
2	5.46 × 10^2	2.05 × 10^2	8.32 × 10^2	5.51 × 10^2
3	5.13 × 10^2	1.87 × 10^2	8.27 × 10^2	5.18 × 10^2
4	6.13 × 10^2	2.13 × 10^2	12.2 × 10^2	6.28 × 10^2
5	7.03 × 10^2	2.46 × 10^2	17.3 × 10^2	7.69 × 10^2
6	6.32 × 10^2	2.56 × 10^2	19.2 × 10^2	6.29 × 10^2
7	6.08 × 10^2	2.06 × 10^2	10.9 × 10^2	6.09 × 10^2
8	4.80 × 10^2	1.38 × 10^2	10.8 × 10^2	4.89 × 10^2
9	7.89 × 10^2	2.92 × 10^2	10.4 × 10^2	8.24 × 10^2