Determining force required to rip or tear sheetmetal

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The discussion focuses on calculating the force required to prevent tearing in a sheet metal door where a gas cylinder is mounted. The user initially applies the formula for maximum force based on yield stress and sheet thickness but questions the accuracy of their calculations given the low force from the gas shock. Participants suggest that the method of attachment (bolted with screws) significantly impacts the stress distribution and potential failure points. They recommend considering the pull-out strength of the screws and the specific area of contact to refine the calculations. A visual representation of the setup is also deemed necessary for more accurate advice.
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Hi All.
I am working on a problem at work that is basically sheetmetal tearing due to a force being applied.

We have a sheetmetal door which we added a gas cylinder to help lift, the problem is the sheetmetal is tearing at the mounting location of the gas cylinder.
I know that the stress is causing the failure and that increasing the thickness of the mounting location will solve the problem but i want to wrap some formulas around it to make sure I am going big enough.

Any help or guidance on what formulas to apply here?

Thanks
 
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I do the basic calculation of Fmax using stress = F/A
Assuming Yield stress = 100ksi, the sheet metal being 1/6" thick and the flange being 2" tall
100ksi=F/(2*.0625) -> F=100ksi*.125 -> Fmax =12500lb

This seems way wrong considering the gas shock only applies a few pounds of force. Am I calculating it wrong? If not how do I apply it to the fatigue failure?

Thanks
 
How is the gas shock attached to the panel? Weld, screws, or what? This will make a lot of difference.

The calculation you showed almost certainly included too much area supporting the load.
 
It's bolted to the plate with 4 10-32 screws.
I assume it is almost line to line contact and has a huge stress riser. Just not sure how to calculate.
 
Then is it not true that the critical issue is the pull-out strength of the 4 screws? It would seem that you might estimate the load required to rip out one screw, and then figure that the four screw combination will support no more than 4 times the individual screw load.
 
I would say no because the sheet metal is tearing at the bottom of the bracket.
 
You still have not shown us a picture, so it is impossible to make any meaningful comments on this matter.
 
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