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ASME IX PQR - bend test on PJP small diameter pipe

bekks

Materials
Mar 9, 2013
31
I am helping a fab shop qualify a WPS and I realize there are other easier ways of doing this, but I have the weld coupons in hand and am going to test them. I'm looking for advise on root bend tests. Here are the details:
7/8" diameter pipe with 0.125" wall thickness.
Partial penetration weld of about 2/3 of the wall thickness, let's call it 0.9" of penetration.
Square butt with no gap.
Laser weld.
Dissimilar material, 316 to a martensitic stainless with a min. %el of 14%. This creates some kinking potential, but let's assume I can figure that out.

Figure QW-462.3 (a) - General note (b) of ASME Section IX (there is also a clause that states this as well) allows the bend specimens to be one quarter of the pipe or 3/8" wide.

I've done a face bend successfully the following way: Imagine the cross-section of a quarter section of the pipe and place a caliper across it to measure from the cap surface to the two cut locations of the quarter circumference - this is what I am calling the "thickness", which was 0.180", rather than the 0.125" wall thickness. I then calculate my 3 point bend mandrel diameter to be 1.1" for an outer fiber elongation of 14%. I realize that this strains only a finite point of the bend at 14% and the rest is less than 14%. That is my problem to justify and I'll probably try to decrease the mandrel diameter to test more of the circumference at 14%.

Here's where I'm looking for advice:
The root bend needs to have the ID surface machined off to the point of penetration, which I'm trying to find a way around as that is not a simple machining task. Should I try to flatten the sample first? Anyone have any clever suggestions?
 
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Per section IX, with the size pipe you have (less than NPS1), you do not have to machine one surface flat. It's the second to last sentence in Figure QW-462.3 (a) - General note (b) of ASME Section IX. You just needed to read a little further I think.
 
Thanks Tensile,
I did see that, but the machining it is talking about is not my issue. I believe it is referring to the reinforcement removal and/or the curvature. I am concerned about the root side that isn't penetrated through. If I bend a root bend as is, it is obviously going to open at the lack of penetration.
 
If the root side is not penetrated through, the test fails. Why not qualify the procedure with plate/sheet? The welders must be qualified on pipe but not the WPS.
 
It's supposed to be a partial penetration weld. I realize larger diameters or plate would be easier, but the fab shop is very non-traditional and couldn't accommodate any other size. It's in a laser welding jig that they can't easily adjust.

I ended up doing extra bends (I had extra material) to justify my decision. I ground off the root to the penetration depth to be qualified, but I did this multiple times at different positions of the curvature (tough to explain without drawing it).

I'm satisfied.
 

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