Linear Buckling Analysis on Corrugated vs Normal Plate Girder
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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 mhw = 1000 mmt1 = t2 = 8 mmtw = 5 mmb1 = b2 = 300 mma1 = 100 mma2 = 50 mma3 = 40 mma4 = 50 mmα = 53°Material = Mild SteelLoad Cases:Case 1: Distributed load on top = 1000 kg / 9810 NCase 2:Concentrated load on top center = 1000 kg / 9810 NCase 3:No load.Hiring me for such a project, contact me in the following links:For UpWork:https://www.upwork.com/freelancers/~01c20c3c0c723035fdFor Freelancer:https://www.freelancer.com.bd/u/DigitalXpress
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