Principal stress at surface of thin walled pipe

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SUMMARY

The discussion centers on calculating principal stresses (σ1 and σ2) at the surface of a thin-walled pipe under an axial load of 200 lb, while ignoring internal pressure. The user initially miscalculated the cross-sectional area (A) needed for stress calculations, leading to incorrect axial stress (σax) values. After several corrections, the correct area was determined to be 0.0131 in², resulting in an axial stress of 15,238.1 psi. The use of Mohr's circle for stress transformations was confirmed as the appropriate method for finding principal stresses once σx and σy are accurately calculated.

PREREQUISITES
  • Understanding of stress transformations using Mohr's circle
  • Knowledge of axial stress calculations
  • Familiarity with thin-walled pipe theory
  • Ability to calculate areas of circles accurately
NEXT STEPS
  • Learn how to apply Mohr's circle for two-dimensional stress states
  • Study the derivation of stress formulas for thin-walled cylinders
  • Research the effects of internal pressure on thin-walled pipe stress
  • Explore advanced topics in solid mechanics related to stress concentrations
USEFUL FOR

Mechanical engineers, students studying solid mechanics, and professionals involved in stress analysis of structural components will benefit from this discussion.

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Homework Statement


See attached jpg for problem statement and diagram.

I know we didn't discuss this type of problem in class. The rest of this homework set has been solving stress transformations with Mohr's circles for a given state of stress. I know how to find τxy (that was supposed to be "tau"). So, once I find σx and σy, I know what to do with Mohr's circle to find the principal stress.

If someone could point me in the right direction for how to find σx and σy, that would be great.

Thank you!
Any hints would be greatly appreciated.

P.S.
This is due in about 12 hours.***Just remembered that my professor told us to ignore the internal pressure. So, to find sigma x and sigma y, I only use the 200 lb axial force?
 

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Have you set up an axis system and drawn a free-body diagram of the problem yet?
Do you know how to determine the axial stress?
Do you know how to determine the stress in the pipe wall due to internal pressure?
 
1. Yes, I have.
2. I believe so:
A = ∏(0.5)2-∏(0.5-0.025)^2 = 0.0766 in2
σax=P/A = 200 lb/ (0.0766 in2)
= 2611.77 psi
3. just remembered that we were told to ignore the internal pressure

Is my axial stress correct? And how do I get σ1,2 from here?
 
Your calculation of A is incorrect. Re-read the description of the pipe carefully.
 
Oops. I read it as the outer diameter. Now I get A = 0.0805 in^2 and σ = 2484.37 psi.
 
Sorry, A is still incorrect. You should review how to calculate the area of a circle.
 
Wow. Maybe I should try doing homework when I am actually awake. diameter...radius
So, A = 0.0131 in^2, and σ= 15238.1 psi.
 
Sorry, you are just not calculating the correct A. you have forgotten to multiply by pi.
 
Well, I think I've got it now, and in any event, I've now turned in the assignment.
 

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