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Crack Defects in Welded Structures

07/30/2009 7:26 AM

I have been ashamed to asked my colleagues this question my years in welding inspection.

Almost all the defects found in welded structures have acceptance limit but crack is not accepted in the code acceptance criteria i have seen. can anybody tell why?

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Peter Iyere
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#1

Re: Crack Defects in Welded Structures

07/30/2009 10:15 AM

Not only cracks , a few others too.

The key is the stress concentration (Just to remind you, the stress concentration - by the notch effect) is directly related to the redius at the corner. And theoritically the cracks have a zero (and actually too very near it) radius.

Due to these the cracks have a very high stress concentration on the edges, and thus have a very bad habit of propogating due to cyclic stresses (that can be thermal or mechanical) and are one of the major contributor to the fatigue failure.

In fact all other defects too have a critical size of defect (above which the stress concentration makes it to propogate).

In fact I tried to find some simple method to find it but unable to. i think i have to start a thread on it, based on the stress, and the cross section, what will be the CDS

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#2
In reply to #1

Re: Crack Defects in Welded Structures

07/31/2009 12:06 AM

GA and yes please start a thread on the subject!

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#6
In reply to #1

Re: Crack Defects in Welded Structures

07/31/2009 8:32 AM

Exactly right...GA for ya!

The domain of expertise is called damage tolerance. It's a bit theoretical and involves a lot of estimating. Any structurally significant item will experience a spectrum of stresses throughout it's in-service life. A stress spectrum of a properly designed item will be low enough that an infant crack will NOT propogate...but inevitably there are parts of the spectrum that spike higher and the crack propogates a small amount. Repeat over and over until the crack gets long enough that there isn't enough material left intact to hold the items and then it starts unzipping a lot faster.

The goal of damage tolerance is two fold: 1. Aid in design to ensure designs are actually damage tolerant so they don't need to be inspected too often (nobody can use their equipment to make money if they're getting inspected...or broken already) 2. to define an inspection interval that allows for the detection of a crack in these critical spots BEFORE it's too late, allowing for a proper repair.

The beginning of a DTA (damage tolerance analysis) assumes a microscopic hairline crack exists at the worst possible spots in order to be conservative. A crack long enough to detect would require repair...if the part starts with an inspectable crack then it has been given a HUGE head start on causing failure in the item.

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#3

Re: Crack Defects in Welded Structures

07/31/2009 1:27 AM

Oops the bridge fell !

Was it cracked welds that could not stand the stress or the weakness in the joints because the welds were incomplete ? Did the viberation that the craked welds allow cause the metal to weaken ? Did the cracks get largers and larger when ice formed in the cracks in the winter?

Hmm cracks can cause so many problems why would someone not xray each and every weld on expensive projects ?

Money ?

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#7
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Re: Crack Defects in Welded Structures

07/31/2009 8:39 AM

money, exactly.

For example: aircraft. Thin aluminum structures designed for lots of flying, landing, etc etc. Halfway through their life they get every checked...EVERYTHING. Strip out the interior, stuff someone small into the fuel tank and start crawling around with a your magnifying glass because EVERYTHING gets inspected for cracks. This costs a lot of money AND your definately not making any money with this aircraft while it's sitting on the ground.

This is a big part of the appeal of the 787...since it's all composite the current theory on crack propogation doesn't work since the fibers criscrossing inside the laminates prevent crack propogation. Other things like inter-laminate delamination do happen though and are NOT inspectable visually so that just means the whole plane will need an ultrasound at some point? When exactly? Time will tell once they're flying around en mass.

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#8
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Re: Crack Defects in Welded Structures

07/31/2009 10:52 AM

A few other things also come to mind.

Was the welder out of the correct rod, so he used one just like it?

Was the welder encouraged to get as much distance out of each rod as possible?

Was the inspector off to another meeting that day?

The list gets long.

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#4

Re: Crack Defects in Welded Structures

07/31/2009 7:16 AM

An example might be a stone chip versus a crack in a car windshield. One could drive the car in all seasonal weather without the windshield showing any additional affects from the stone chip but the crack will spread with the vehicle vibrations and temperature changes. That would be a similar result of a crack in a weld versus small but acceptable defects.

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#5

Re: Crack Defects in Welded Structures

07/31/2009 8:18 AM

#4 Is entirely correct

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#9

Re: Crack Defects in Welded Structures

07/31/2009 11:00 AM

You have every right to be ashamed. I have never done an NDT, but it is obvious to me and to my colleagues that cracks will spread causing many times catastrophic results. Welcome to CR4.

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#10

Re: Crack Defects in Welded Structures

07/31/2009 12:43 PM

"crack is not accepted in the code acceptance criteria"

I think this is why. look what Crack does to you!

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#11

Re: Crack Defects in Welded Structures

07/31/2009 4:17 PM

Most any indication other than a crack has acceptable allowance size limits that are usually based on the size of the indication and the thickness of the base metal. When such indications such as in-line porosity, trapped slag lines and other multiple imperfections are deposited in-line or their length is 2 times greater than their width they are considered to be linear in nature. Even though the size of these in perfections either alone or as a group can be well below the reject limits they have a much greater chance of growing into a crack and/or causing a failure and may cause the weldment to be rejected. Another indication that is nearly always linear in nature that has acceptable limits in some codes is lack of fusion and lack of penetration. I see lack of fusion of root bead on either one or both walls of pipe welds to be a HUGE cause of circumferential cracks especially in stainless steel pipe welds around the paper mill. Most stainless steels do not tolerate vibration well to start with and when you have the added stress riser of a wall not being broke down it is a recipe for failure IMO.

I have always seen a crack as more of and indication of weld or base material that is actually starting to fail and thus should never be acceptable or left without repairing IMO.

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#12

Re: Crack Defects in Welded Structures

08/04/2009 8:27 AM

would you go on a cruse on a boat knowing it had big cracks defects in weld seams ,

that might be why no acceptance limit , been welding sence 1966

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#13
In reply to #12

Re: Crack Defects in Welded Structures

08/04/2009 8:59 AM

The problem is that "big" is a relative thing. The same crack may be acceptable on a ocean-liner, but not on an airplane. The same crack that is acceptable on an airplane would not fly on the space shuttle.

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#14
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Re: Crack Defects in Welded Structures

08/04/2009 5:25 PM

mr bob c

i go smaller i guess a ship to big for you in laguna park texas on brazos river there 5 power plants below the dam , they ran i think a 22 inck pipe line to them i was told it had 1800 psi on gas. we dont need a crack defect tol on that .i fit and weld steam lines an gas line to boilers if u get a crack in shell plate of boiler all steam go out of it,, it take hr to cool down as a welder an fitter we dont need a tol. on crack, the tol is .0000000 and this go for pin hole an slag pocket too ask the other pipewelder an fitter what he think...

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#15
In reply to #14

Re: Crack Defects in Welded Structures

08/05/2009 12:10 AM

My welding skills are just barely sufficient to cover my maintenance needs. I do not believe I will ever attain your skills.

My comments were meant to show that cracks should NOT be acceptable in welding.

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#16

Re: Crack Defects in Welded Structures

08/05/2009 4:04 PM

One of the best examples of failures due to weld cracking is the Liberty Ship problem. I believe the cause for the splitting apart of the ships was crater cracks. (Also known as "spider" cracks.) I have witnessed several failures in aluminum welds on truck bodies due to this type of crack.

Before we let this person feel stupid we should explore the API 1104 code. I think his question is legitimate and there is no such thing as a stupid question. I have been in the welding industry for more than 40 years and taught at a university for 26 years. I feel really badly if I don't learn something about welding every day!

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