How Are Stresses Calculated in Non-Standard Shaped Pressure Vessels?

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Discussion Overview

The discussion focuses on the calculation of stresses in non-standard shaped pressure vessels, particularly exploring methods and equations applicable to various geometries such as cylindrical cones and hemispheres. Participants seek to understand how to derive or find relevant equations for these shapes, as well as resources for further information.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Homework-related

Main Points Raised

  • Some participants inquire about standard algorithms for calculating stresses in non-standard shapes, noting the availability of information for circular cylindrical vessels but not for others.
  • One participant suggests using the Roark manual as a resource for stress calculations and warns about the reliability of its online calculator.
  • Another participant expresses difficulty accessing the Roark manual due to cost and mentions an alternative book that proved complex.
  • A participant provides specific equations for calculating meridional and circumferential stresses in a cone under uniform pressure, along with changes in radius and axial position.
  • There is a clarification regarding the definitions of E (modulus of elasticity) and ν (Poisson's ratio), with a note that for a straight cone, the half angle is set to zero.
  • Participants discuss the possibility of obtaining the Roark manual from a library or purchasing a used copy at a lower price.

Areas of Agreement / Disagreement

Participants generally agree on the importance of the Roark manual for stress calculations, but there is no consensus on the best approach to calculate stresses for non-standard shapes, as some seek alternative resources and methods.

Contextual Notes

Participants express uncertainty regarding the complexity of equations and the availability of resources, highlighting limitations in their access to necessary materials for calculations.

Who May Find This Useful

Engineers, students, and professionals interested in stress analysis of pressure vessels, particularly those dealing with non-standard geometries.

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Are there standard algorithms for calculating stresses (axial, radial) in pressure vessels? I have found pages detailing circular cylindrical, thin- and thick-walled pressure vessels. However, what about other shapes?

Are there some equations I can use to integrate to find stresses for e.g. cylindrical cones, hemispheres, and other shapes? I.e. if I have a circular cone, and know the function for the curvature of the tapering side (straight, ellipse, tangent, power, parabola, etc.), I can find the stresses.
 
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You should use the Roark manual.

Here is a link to it.

http://www.roarksformulas.com/

Be cautious of their online calculator and hand check it's results until you become comfortable with it.

Thanks
Matt
 
If you don't have access and ask nicely, I'm sure someone can post the equation. Roark is a must-have for any engineer though. It also lists edge effects and stresses at the ends IIRC.
 
Oh! I tried registering and looking at the online calculator, but I guess I wouldn't see much without having paid for something ^^; Software was indeed insanely expensive, considering I need it only for a few small things.

I did find a book called "Formulas for stress, strain, and structural matrices - Second edition" by Walter D. Pilkey. However, the maths turned out to be a little too much for me.

The stress for a shell of revolution was exactly what I needed, but I couldn't quite figure out it, and the equations quickly ended up pretty long and complex.
 
For a cone with half angle \alpha under uniform pressure q, at a position y, with a radius R (function of half angle and y), with tangential edge support, the:

Meridional Stress
<br /> \sigma_1 = \frac{qR}{2t\cos\alpha}<br />

Circumferential (Hoop) Stress:
<br /> \sigma_2 = \frac{qR}{t\cos\alpha}<br />

Change in Radius:
<br /> \Delta R = \frac{qR^2}{Et\cos\alpha}\left(1-\frac{\nu}{2}\right)<br />

Change in axial position:
<br /> \Delta y = \frac{qR^2}{4Et\sin\alpha}\left(1-2\nu -3\tan^2\alpha)<br />

p.s. and thickness t
 
What is E and ν? and am I correct to assume that this is a cricular, straight cone?
 
What is E and ν?

E is the modulus of elasticity
v is Poisson's ratio

As minger stated

For a cone with half angle \alpha ...

For a straight cone, the half angle \alpha is set to zero.

Can you obtain a copy of Roark's Formulas for Stress and Strain from a library?

Thanks
Matt
 
I will try to find a copy of Roark's Formulas for Stress and Strain, I'm probably going to need it for a few other things anyway.

Thank you for the help!
 

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