Linear Buckling Analysis on Corrugated vs Normal Plate Girder
This is a Linear Buckling Analysis done on corrugated web plate girder and normal web plate girder for comparison study purpose. The model was made in Autodesk Inventor and the analysis was done in Autodesk Inventor Nastran.
For this analysis, following test parameters were used:
Length = 10 m
hw = 1000 mm
t1 = t2 = 8 mm
tw = 5 mm
b1 = b2 = 300 mm
a1 = 100 mm
a2 = 50 mm
a3 = 40 mm
a4 = 50 mm
α = 53°
Material = Mild Steel