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Linear Static Analysis.

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Guest

Hi,

I have attached a running board linear static analysis. I’m getting a deflection of about 0.0053mm deflection. But in real scenario they are experiencing 1 to 5mm deflection. Instead of applying load on REB3 if I applied load as a point load (single point in the middle of 200 x 80 mm) I’m getting deflection of 3mm. So what should I do here? Should I use REB3 or point load for a cross section of 200 X 80 mm

Thanks,

Vijay

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Hi,

How the load and boundary conditions was applied in physical test? Was the load applied through a ram-actuator or a person standing on the running board as both can have different boundary conditions?

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Guest

Hi,

 

Can you check the area of the load applied?

Are you dividing the load by any chance by number of nodes?

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