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Table 1 Dimensions of the used finite element model in the convergence studies

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

L (mm)

b f (mm)

t f (mm)

H (mm)

t w (mm)

h r (mm)

q (mm)

4500

120

10

240

3.75

50

150