Reheat Cracking?
Reheat Cracking?
(OP)
Does anyone have suggestions regarding the possibility of reheat cracking of bolts. I have two that failed by overload when they were torqued, but both have a small (10% of the cross-sectional area) semi-circular region of initiation that is intergranular, oxidized (magnetite, rather than standard "rust" and non-branching.
The bolts are carbon steel, at least 0.31% carbon, with no other elements specified, but a quenched and tempered structure, specified hardness of RC 39-45 (measured hardness via 500g Vickers converts to RC 43-45). The threads are rolled (based on defects in the thread crowns that could only come from rolling and not machining of the threads) which was likely done prior to final heat treatment.
We've ruled out stress-corrosion cracking in service, based on the observed magnetite on the crack faces and a service temperature of only 175°F would indicate the cracks were present prior to some much higher temperature (such as during hot rolling of the threads, to then oxidize during the final quench & temper). Is is possible to get reheat cracking of bolts? I've usually only seen it associated with welding of boiler tubes, lugs and other highly constrained circumstances. Other possibilities include the range of embrittlement mechanisms documents in the ASM books.
Your thoughts (collectively)?
The bolts are carbon steel, at least 0.31% carbon, with no other elements specified, but a quenched and tempered structure, specified hardness of RC 39-45 (measured hardness via 500g Vickers converts to RC 43-45). The threads are rolled (based on defects in the thread crowns that could only come from rolling and not machining of the threads) which was likely done prior to final heat treatment.
We've ruled out stress-corrosion cracking in service, based on the observed magnetite on the crack faces and a service temperature of only 175°F would indicate the cracks were present prior to some much higher temperature (such as during hot rolling of the threads, to then oxidize during the final quench & temper). Is is possible to get reheat cracking of bolts? I've usually only seen it associated with welding of boiler tubes, lugs and other highly constrained circumstances. Other possibilities include the range of embrittlement mechanisms documents in the ASM books.
Your thoughts (collectively)?





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and post a link?
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What is the diameter of the bolts? Have you ruled out possible quench cracks versus reheat cracks? Normally, for reheat cracking the mechanism involves the precipitation of coherent vanadium carbides or precipitates within the grains that upon exposure to thermal (welding or PWHT) results in fissures along the weaker strength grain boundaries. I really don't see this type of mechanism occurring with this grade of bolt material.
RE: Reheat Cracking?
The fracture is intergranular in the tinted region and a mixed mode intergranular/microvoid coalescence as you move away from that. The relative amount of microvoid coalescence increases to 100% by the time you get to the far side, although the narrow band/facet on what is the left side of the picture is 100% microvoid coalescence over its whole surface.
[URL]http://flypicture.com/bin/?id=rtn8l6ra[/URL]
RE: Reheat Cracking?
Is there any evidence on the fracture surface of fatigue crack growth? I could convince myself that there is a fatigue striation in the center of the left hand part of the darkened areas!
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Bolt material (ASTM A574) allows for a hardness range of RC 39-45, but puts no requirements on chemistry other than 0.31% Carbon minimum and "enough Cr, Mo, Ni, V to ensure strength properties are met after oil quenching and tempering". Elsewhere is requires tempering not lower than 650°F. SEM/EDS analysis shows 1.3-1.8Mn, 0.4Cr, no measurable Ni, Mo or V. Carbon content is unknown at this time.
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Flesh: I'm not clear on what you mean by "micro-ductility". I including a link to an SEM image of the intergranular portion of one of the bolts.
[URL]http://flypicture.com/bin/?id=rtn8l6vb[/URL]
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Is the dark area with the largest diameter (out of focus relative to the fracture surface) the underhead surface of the bolt? Is this surface highly corroded?
Based on the EDS analysis I would guess SAE 1541 with some residual Cr. IFI-140/ASTM F 2282 allow 0.20 Cr maximum. This would allow for sufficient hardenability in a 1/2 SHCS, especially if it was produced to a coarse grain practice.
RE: Reheat Cracking?
After further review of the macrophotograph showing the oxidized, thumbnail shaped pre-existing cracks on the fracture surface and information obtained from "The Physical Metallurgy Handbook" by Anil Sinha, my vote is quench cracks.
Some additional information related to Quench Cracking from The Physical Metallurgy Handbook...
" Quench cracking is mostly intergranular, and its formation may be related to some of the factors that cause intergranular fracture in overheated and burned steels. Important considerations to cracking, apart from stress, in heat treatment are (1) part design (2) steel grades (3) part defects (4) heat treating practice (5) tempering practice ". Further on in this Chapter on Quench Cracking, Sihna describes each of the 5 items above in detail.
Hope this helps
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There is not a significant amount of corrosion of the bolt.
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Take a look.
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I looked through several references, including the ASM Handbook Volumes 4, 11, 12 and the Handbook of Case Histories in Failure Analysis (also from ASM), and I agree with metengr that the likely root cause is quench cracks. The description and image that you provided correspond well with the textbook definition of quench cracking, although the physical size of the defects are a little small. I would definitely investigate the quenching conditions, as well as the alloy being used. Coarse grain practice promotes quench cracking vs. fine grain steel, and since this alloy appears to have minimal hardenability, it was probably produced to a coarse grain practice. You should change to a fine grain, alloy steel such as one of the grades listed in Table S1.1 of ASTM A 574M.
RE: Reheat Cracking?
I appreciate all the assistence in this. It has been extremely educational. Thanks again.
RE: Reheat Cracking?
1) hot rolling of raw material
2) austenitization and tempering during heat treatment of bolt
3) end use
Thread rolling, as stated by metengr, is done near ambient temperature and isn't a possibility.
If your end use did not produce high enough temperatures, then it is either from the raw material or during heat treatment of the bolt. There seems to be enough evidence to prefer heat treatment rather than raw material. When you say there are no other cracks - have you checked on a longitudinal section of the part using a metallograph? Or, are you basing it on visual/stereomicroscope observation of the whole part? I suggest using a metallograph to view the sectioned part.
Regards,
Cory
Please see FAQ731-376 for tips on how to make the best use of Eng-Tips Fora.
RE: Reheat Cracking?
The end use temperatures are only 175°F - definitely below 212°F else the cooling water jacket would boil and burst. I agree that the cracking was probably present during the final tempering process given the oxide. When it cracked prior to that is an academic exercise and one, in my technical opinion, worth persuing on our part. However, it doesn't have as much importance to the station engineers since they paid for sound bolts and got pre-cracked bolts instead.
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From the image it looks like the oxide coating on the thread and on the cracked area are similar - is that true?
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1) Grain Size. From the looks of the intergranular SEM micrograph, I would estimate a fine grain. This is difficult, but it would look like the diameter of a "average grain" to be somewhere around 10-20 microns which would put the ASTM GS at around 10 to 8. If the micron marker is accurate, a GS of 6 would only give you 4 to 6 grains in the whole field (6 is still considered fine).
2) If it is 1541 Modified with Cr at 43-45 HRC, intergranular fracture is not unexpected. This material would be rather brittle at this hardness. While you state "tempering not less than 650 F", I would be surprised if the tempering temp was over 800 F. It would not surprise me to see intergranular fatigue cracks is this material, particularly if corrosion fatigue is involved. Note that obvious signs of corrosion is not needed for corrosion fatigue.
3) I am not convinced of the conclusion that the cracks intitiated by a quench crack. The discoloration of the fracture surface suggests temper scale, but it doesn't have to be. It could be corrosion and/or lower temperature scale that formed in service. Even at 175 deg F, you can get such scale in the right environment. I don't think you would get the "beach marks" you see in the optical fractograph with a quench crack. The shape of the discolored region sure looks like a fatigue crack and not any quench crack. In particular, the step in the center of the discolored region makes me suspicious. It would interesting to see if there are any other cracks on this bolt.
I could be wrong, but I don't think it is a quench crack. The crack may not have existed prior to service. If so, the question as to when it cracked is not just academic.
ab
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From the optical fractrograph, it would seem the existing crack was only 1/8" long. I am not sure of a NDT method that would easily find such cracks. Maybe someone who was good with flourescent PT? Two longitudinal sections may not catch such a short crack. The "needle in a haystack" problem.
ab
RE: Reheat Cracking?
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The reason I ruled out fatigue was because of the response from SMF1964 on 11 Jan 06 stating no evidence of fatigue, only intergranular fracture and microvoid coalescence. I agree that the dark areas at the bottom of the image appear more like fatigue beach marks that have been stained by corrosion, or by the separate mechanism of corrosion fatigue, but appearances can be deceptive.
RE: Reheat Cracking?
TVP (and others),
I had already made up my mind that this was a quench crack. It was the "appearances can be deceptive" that made me want to take another view of the whole thing. I am still not sure that this isn't a quench crack. But, I do have enough doubt to raise the question.
Does the intergranular fracture exist in the discolored region?
Is there a identifiable corrodant (ie, chlorine) present in a EDS scan of the discolored region?
I still don't know, but it sure is interesting.
ab
RE: Reheat Cracking?
EDS analysis of the intergranular surface showed nothing like a specific corrodent (like Cl, etc). There was occasions of zinc and moly or sulfur (can't differentiate the two on EDS and if the amount is just a surface layer, boosting the keV to 30kV to get the higher Moly peak doesn't work as the beam just blasts right through the surface layer). I thought about moly disulfide as a thread lubricant, but was told that this COULD NEVER happen. Since it came from a nuclear plant, I guess you have to believe them (?). The zinc could be explained from the ZDDP additive in the lube oil that this bolt was exposed to following the failure, as could the sulfur (if it is sulfur). The amounts were exceedingly small (quantitatively less than 0.5%).
regarding Picric acid: solid (moist, whatever you want ot call it) picric is banned from our laboratory because of what might have been an over-reaction incident under a predecessor about 10 years ago. Nothing went boom, even when the bomb squad tried to detonate the bottle, but the end result was a re-shuffling of laboratory management and a ban.
RE: Reheat Cracking?
The more I look at the optical fractograph, the more I believe it to be a service induced crack. It looks like there are two cracks with a step between them. This can happen if the thread root is more of a "U" than a "V" and you get a crack growing from each radius at the base of the "U". As they grow, they eventually joint, forming the step. I'd also postulate that the one on the left started first. When the two joined, the one on the right grew rapidly to "catch up". This is the reason for the lighter bands in the beach marks of the crack on the right. The darkness of the discoloration being indicative of the crack growth rate. But, this is all just wild speculation. Worth what you paid for it.
If you can get the SEM time, maybe examine the thread roots for additional cracks. If this is the result of an initiation and growth mechanism, and there are two cracks here, there are bound to be others, they would just be rather small. Guestimating from the photo, this was maybe 1/8" long and 1/16" deep.
rp
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carburize: I didn't realize the judges were keeping score.
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As for NDT, fluorescent magnetic particle inspection should be able to pick up fine cracking. More sensitive than dye penetrant (assuming your bolt is magnetic).
Did you perform a nital etch on your metallographic bolt section (wasn't clear from the messages)? Nital (without picral) ought to be good enough. The images should tell you quite a bit of information.
As for distinguishing Mo and S under EDS, my understanding is that Mo has a few additional peaks - you should be able to tell when you have sulfur exclusively, or moly and sulfur (just not any other combination). I don't really trust SEM EDS for compositional analysis - If you have time and money, send the bolts to a lab that can analyse them via an atomic emission (typically ICP-AES) technique.
RE: Reheat Cracking?
In-service hydrogen embrittlement: It was considered, but we kept falling back on the heat tinting of the intergranular region that would occur at temperatures that were well above the service temperatures of the bolts. That kept telling us that the intergranular crack must have formed prior to the final tempering process, since that was the only elevated temperatures we could find in the pedigree of these bolts. This would then rule out in-service causes.
The surface of the bolts did not show galvanizing. No zinc was detected via SEM/EDS and the purchase specification does not specify a protective coating beyond the three oxide finishes specified in the ASTM spec.
The two broken bolts were not tested via NDT, but the remaining 6 bolts were examined using fluorescent MT and found no evidence of cracks.
I did etch with nital (3%) and it produced a nice martensitic microstructure but the prior austentite grain boundaries were not very clear. I did try FeCl3 in water with a few drops of HCl (it was in the ASTM E403(?) spec for metallography as an austenite etch for martensitic steels) but that wasn't much better.
Regarding Mo & S: In theory, the two major L lines for moly are of a different peak height ratio than the two major K-lines for sulfur. In reality, a small amount of molybendum in the sample produces a wide single peak that is indestinguishable from sulfur. As far as compositional analysis goes, we've had very good agreement with standards using the algorythims that PGT supplied with the system. For "Certified Chemical Analysis", we use either ICP or OES, but for initial screening, we can get a high confidence level in the SEM/EDS results.
Others: regarding corrosion-fatigue: can you get corrosion fatigue that runs intergranularly?
RE: Reheat Cracking?
At that hardness with (supposedly 1541), I would not be that surprised at intergranular corrosion fatigue. It may or may not be IG, it would depend on many variables.
Does a transverse micro show any branching of the crack? If so, you may be able to get an EDX scan from a branch, presumeably filled with scale. I don't know, but maybe worth a shot. My guess is you find out what is discoloring the surface and you'll find out what happened.
rp (or ab, I guess I'm confused)
RE: Reheat Cracking?
Regards,
Cory
Please see FAQ731-376 for tips on how to make the best use of Eng-Tips Fora.
RE: Reheat Cracking?