We have a tool that is dropped into wellbores. Due to size constraints, the tool is vertical and centered when it hits the steel plate at the bottom. When this one hit bottom it was going so fast, that a 1/2 inch 316 SST stem sicking out from the bottom of the tool was bent at impact. I'm trying to estimate the speed at impact so that we can either enlarge the stem or slow the tool so that the tool does not de-commission itself.
I attempted to estimate the speed by setting Yeild Strength * Cross Sectional Area = Impact Force = (mv^2)/2d where m=mass, v=velocity before impact, d=deformation. For our tool,
m=2.72 kg,
Yeild Strength=205 MPa,
Cross Sectional Area = 0.00006535 meters^2 (1/2" stem has hole drilled in it).
If I set d = 1mm, then the velocity at impact = 5.59 m/s - which is equivalent to dropping the tool from less than 2 ft! Lab tests just don't show this to be the case!
Where am I going wrong? If the problems stem from all the assumptions needed to make this calculation, anybody have any ideas on how we can test this in the lab?