Force required to pull a threaded tube from its socket

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SUMMARY

The tensile force required to pull a threaded tube from its female threaded socket can be accurately calculated using the yield strength of the material rather than the ultimate strength. The shear area must be correctly defined, as it should be perpendicular to the axial force applied. Additionally, the thread length plays a critical role; if it is generous, the bolt may twist off or fail in tension before the threads shear off. For a comprehensive analysis, consider both tension on the net area and shear due to torque on the net area, as one of these factors typically governs the failure mode.

PREREQUISITES
  • Understanding of tensile and yield strength in materials
  • Knowledge of shear area calculations in mechanical engineering
  • Familiarity with threaded fastener mechanics
  • Basic principles of torque and its effects on threaded connections
NEXT STEPS
  • Research "Yield strength vs. ultimate strength in material failure" for better understanding
  • Study "Shear area calculations for threaded fasteners" to refine your approach
  • Explore "Torque calculations for threaded connections" to assess shear due to torque
  • Investigate "Failure modes in threaded joints" to understand governing factors
USEFUL FOR

Mechanical engineers, materials scientists, and anyone involved in the design and analysis of threaded fasteners will benefit from this discussion.

beartato
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Hello everyone.

I have been trying to determine the tensile force needed to rip a threaded tube out of its female threaded socket. After some Google searching, I found this:

http://www.engineersedge.com/thread_strength/thread_bolt_stress.htm

I used shear area, which I believed to be an "equivalent" cross-sectional area of a bolt, and multiplied by the ultimate strength of the material to calculate force necessary for failure. However, my numbers ended up being way too high.

Perhaps I misunderstood the meaning of shear area; this calculation would not work if shear area is not perpendicular to the axial force that I am trying to get. I have looked around for other ways of solving my problem, but haven't had much luck, and so decided to post here for some inspiration. Any advice would be appreciated.

Thanks in advance!
 
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The area you used should not be the problem, the strength is. It is much more reasonable to use Yield strength. At yield the material will be permanantly deforming. This will give you a low number but its safer this way!
 
If your thread length is at all generous your bolt will twist off or fail in tension before the threads shear off. You have two other checks, tension on the net area, and shear due to torque on the net area, one of these two typically governs. S
 

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