Calculating bending stress on a pipe

In summary: Cut out the curve. Glue the sleeve onto the wood, making sure that the curve of the sleeve lines up with the curve on the wood. Then, bend the sleeve using your bending template.In summary, Design A is a well known and well-tested design for temporary shade structures in the desert. Design B is easier to transport because the 10' pipes are cut in half, but will fail earlier because the pipes will get bent too much too early. The radius of curvature for Design A is 2', while the radius of curvature for Design B is 1'.It is difficult to predict life when the failure mode
  • #1
dustball23
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TL;DR Summary
I wish to compare the bending stress of 2 different designs.
  • In both designs, a PVC pipe is being bent 90 degrees, fixed at each end.
  • In both designs, the pipe is fixed at both ends.
  • In both designs, the pipe is 1" (inner diameter) Schedule 40 PVC pipe, 450 PSI. Material code PVC 1120. NSF pw-G ASTM D1785 PPFA 02199101H6BX 0934.
  • In design A, the length of the pipe that bends is 7.75'. (The actual pipe is 10' long but the ends will not bend much for two different reasons. The one end slides over a 1' pole to hold it in place. The other end slides 1.25' into a larger pipe. So the middle 7.75' must bend 90 degrees.
  • In design B, the 10' pipe is cut in half, and a 2' rigid outer sleeve joins them in the middle. So the part that bends (the 7.75' from the original design) is now only 5.75' - but really two separate sections of 2.875' each.
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Design A will last longer because there is less bending stress. Design A is a well known and well-tested design for temporary shade structures in the desert. Design B is easier to transport because the 10' pipes are cut in half, but will fail earlier because the pipes will get bent too much too early. How much additional bending stress is happening? (Typically, these structures are used 10 days a year, and will be reused every year until the pipes get too bent.)
 
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  • #2
Since you know the shape, you can measure or calculate the radius of curvature. From that, and the diameter of the pipe, you can calculate the bending strain. The strain equals (half the pipe diameter) / (radius of curvature). The stress can be calculated from the strain. Good search term to learn more: bending moment radius of curvature.

HOWEVER, the above assumes that the material has a linear stress / strain curve. Plastics typically do not have linear stress / strain curves. The strain can be calculated exactly, while the stress is a function of the (nonlinear) stress / strain curve plus time due to creep.

dustball23 said:
Typically, these structures are used 10 days a year, and will be reused every year until the pipes get too bent.

Plastics are also subject to creep. If the pipes are taking a permanent bend, that is the result of creep. Creep gets worse with increasing stress. Good search terms to learn more: plastics creep. It is difficult to predict life when the failure mode is due to creep because you need specific creep curves for your specific material. Also, creep curves are typically plotted against stress, while you have a constant strain design. The stress decreases with time, while the strain stays the same.

Is it practical to change Design B such that the center sleeve is replaced with a center bracket curved to the same radius as Design A? You would need U-bolts or something to pull the ends of the pipe into place. The result would have the exact same pipe curvature as Design A.
 
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  • #3
All very interesting points. That makes sense how the stress decreases with time (as the plastic creeps) and I was thinking the same thing. Maybe having bent pipes isn't so bad, since each year they will simply take more of a shape of the final structure anyway.

I'm not sure I have have the resources to create a precisely curved sleeve. Maybe I could take a heat gun, warm the sleeve, and bend it by hand to a best approximation of the curve. I'm also starting to doubt the curve need to be that long, I don't know why 2' was chosen by the designer of Design B. (My gut feeling is that by using too short of a piece - say a standard PVC coupler of a few inches - the stress would be too much and the design would buckle in that place.)
 
  • #4
dustball23 said:
My gut feeling is that by using too short of a piece - say a standard PVC coupler of a few inches - the stress would be too much and the design would buckle in that place.
Your gut feeling is correct. If the fit to the sleeve is loose, then the pipe and the sleeve will be at angles instead of a smooth curve.

I think that the 2 foot length is about right. Your idea of a heat gun is good, and it is certainly easy enough to try. I suggest cutting a piece of wood to the desired curve to use as a bending template.

Here's another idea:
P8060022.JPG

Take a piece of wood about 1.5" thick and 2 feet long. Trace a piece of bent pipe to get the curve correct, cut the curve, then carve out a groove. Clamp the pipes in place with a pair of U-bolts. If you cannot find the right size U-bolts, just buy a piece of 1/4" threaded rod, cut to length, and bend into a U.
 

Related to Calculating bending stress on a pipe

What is bending stress and why is it important to calculate on a pipe?

Bending stress is the amount of stress or force that a pipe experiences when it is bent or curved. It is important to calculate this because excessive bending stress can lead to structural failure or damage to the pipe.

What factors affect the bending stress on a pipe?

The factors that affect bending stress on a pipe include the material properties of the pipe, the shape and size of the pipe, the magnitude and direction of the applied force, and the support conditions of the pipe.

How do you calculate the bending stress on a pipe?

The bending stress on a pipe can be calculated using the formula σ = Mc/I, where σ is the bending stress, M is the bending moment, c is the distance from the neutral axis to the outermost point of the pipe, and I is the moment of inertia of the pipe's cross-sectional area.

What is the difference between bending stress and axial stress on a pipe?

Bending stress is caused by a force applied perpendicular to the longitudinal axis of the pipe, while axial stress is caused by a force applied parallel to the longitudinal axis. Bending stress causes the pipe to bend or deform, while axial stress causes the pipe to stretch or compress.

How can bending stress on a pipe be reduced?

Bending stress on a pipe can be reduced by using a larger diameter pipe, choosing a stronger material, using proper support and bracing, and avoiding excessive loads or forces on the pipe.

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