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Table 2 Comparison between finite element and experimental ultimate moments

From: Effect of different parameters on lateral-torsional buckling behavior of I-girders with circular corrugated webs

Girder

M ul,EX

(KN.m)

M ul,FE

(KN.m)

\(\left(\frac{{\boldsymbol{M}}_{\mathbf{ul.FE}}}{{\boldsymbol{M}}_{\mathbf{ul.EX}}}\right)\)

G-400-80

135

135.747

1.01

G-400-100

183.6

185.262

1.01

G-300-80

124.4

119.186

0.96