in response to aevalds very good point about process development. unlike some rather derogatory comments implying incompetence about not knowing how to set a machine. i was recently given a wps that had the wrong gas, "manufactures specs to be followed" and other meaningless info on it EVERY TEST BY EVERY WELDER FAILED. i used my experience with the "process" involved and facilitated the passing of every welders pqr. all of the parameters where outside of the original wps, joint prep, rod diameter, amperage, voltage, gas, all of which i changed from the wps and every one passed. so given this and many other experiences like this i question the wps every time it put in front of me as to its validity.
what i really like about this thread is it exposes some of the weak links in our systems and because we do not have to work with each other or can be retaliated against as far as our jobs there can be a more or less free exchange of ideas and opinions.
i personally enjoy my job much better when i am part of the process development and application than just being handed some wps that has no usable info as far as the end process application. open communication always facilitates a better end product.
darren
darren, your points are extremely pertinent and, in my opinion, validate the opinion myself and a few others hold in here, WPS development is intended to provide direction and guidance to the welder and comply with Code requirements. That is not to say that every WPS is written correctly, even if it does comply with Code. I, and I'm sure many among us here, always ask (with respect) the opinion of the welders who use the WPS' we develop. I just think the point has come in many instances where it's become a battle between engineering and quality (not that thats unusual) to keep our WPS' usable, while still employing all of the RELATIVE information required. js55 (not trying to speck for him) and myself have both been around a long, long time and know full well that a good and competent welder is going to deposit sound welds... if he or she cannot do it using the WPS before them they will figure out the best way to do it. At that point in time is where that well experienced welder needs to slap his or her engineer in the head and tell them to get their sh&t together and make things right... Thanks for your well respected opinion in this matter.
P/S: Any welding engineer who won't listen to their welders (and ENCOURAGE their input) needs to have their heads examined. The one thing I know for absolute certainty after 30+ years in this business is there are many, many, many folks out there who know lots more than me!!! *(and, they are not all degreed engineers).
A respect for the competence and abilities of welders (at least those that any well reasoning engineer or QC Mgr should be using to qual procedures-many a time a good welder has saved my butt-you don't try a qual a procedure with a guy thats using a striker on a tig torch-actually watched that happen to my dismay) that I maintain is the very foundation of my 'cart before the horse' argument against too much 'anality', if I may say it that way, over WPS's. It has always been the case, and always will be the case, that a welders decisions at the coupon, at the joint, determines both the PQR and, if written intelligently, the WPS. Even if the welder is presented with a pre-PQR procedure, even if the parameters in the Pre-PQR are based upon someone else's experience, the welder will determine upon what he sees, upon puddle and arc characterisitcs, upon visual fusion confirmation, etc., if the pre established parameters are valid. The very reason that qualification has to be performed is that all the logic, all the engineering, all the calcs, and tech articles, and metallurgical beard stroking don't mean squat until the hood drops, the arc is lit, and a welder makes it real.
Having said this of course there are 'parameters' that are not to be influenced by the welders. PH, IP, PWHT, joint design, heat input, etc. These are valid engineering and metallurgical decisions. So I guess there is really two tiers of variables. Never really thought about it like that before.
But a WPS is a critical document. Is a minimum safety and quality standard. Is aminimum requirement fto allow some level of verification. So when critiqiing the abuse of WPS's make no mistake that I still support their validity and necessity.
I do not disagree with the validity of the WPS. I am just at odds with the fact that all nonessitials need to be listed on my WPS. I wonder how many times I will have to revise my WPS before i cover all ranges and all unforseen circumstances I might incounter. Where am I going to list all the different types of groove welds in my WPS? Can i just put "all" to cover them?
No. You need to define the groove types in some manner. The technique I always employed for ASME was to provide a diagram of the general groove types (ie, squares, V's, compounds, U's, etc.) and demonstrate them in a general WPS document wherein I included ALL of the redundant non essential variables. This Gen doc was referred to in my specific WPS's. This system passed perhaps 200 audits including boiler code, pressure piping, pressure vessels, nukes, etc., and many many customer audits.
However, under the AWS/AISC system, even though CJP groove welds can qual for all D1.1 3.12/3.13 grooves (Table 4.5 #31), which essentially refers to Figures 3.3 and 3.4, AISC auditors, in my experience are little more hard nosed and seldom allow this level of generality. Though IMO, there is no code justification for this, as long as the requirements of 3.12 and 3.13 can be textually verified.
Below is an example of how I specify joint designs (Note: "Typical example only sketch isn't shown):
SINGLE OR DOUBLE BEVEL, V, J, U, FILLET
NOTE: THIS WPS SHALL BE USED IN CONJUNCTION WITH WM-GWS-1 (and WM-GWS-2 as specified).
Weld joint configuration shall be as specified on fabrication drawings, no weld joint designs or configurations are precluded from use.
(EXAMPLE TYPE SKETCH GOES HERE)
60° ±5° included angle
TYPICAL ROOT DETAILS & FIT-UP
Root opening: 3/32" + 1/32," - 1/8"
Land: 1/16" + 1/32," - 1/16"
Mismatch: 1/32" maximum uniform mismatch, with 3/32" at any one point when centerlines of joint are offset.
Fillet weld fit-up shall be per WM-GWS-1, WM-GWS-2 or as directed by Specifications or Welding Engineer.
John 20013: Am I missing something, or is there a misprint where You call out a 3/32 root opening with what I read as a tolerence of +1/32" -1/8" To Me it seems like that -1/8" gives 1/32 interference.
typo, thanks for pointing that out DaveBoyer.
All in one post and in one breath I might add.
In the overall scheme of things and in a perfect world, I would tend to agree with you.
I believe part of the issue is to promote consistency between the welders that are employed by the company and to ensure predictable results.
Welders often look to the WPS for information and in many instances; it may be to the only document they have to work with. Not all welders have 30 years of diversified experience and may have limited knowledge of various base metals. They look to the "well written" WPS for guidance. Unfortunately, many WPSs, while meeting the code requirements, do not meet the needs of the end user, i.e., the welder. That seems to be supported by the comments of the welders that have responded to this thread. Imagine if Henry Ford and General Motors insisted they knew what their customers needed and ignored what their customers wanted. Oh, wait, my mistake, That is exactly what they did and continue to do. Maybe that's why U.S. customers flock to the Japanese showrooms to purchase safe cars with proven reliability. Hello Detroit and hello consultants. Know thy customer and answer their needs.
This is where the consultant earns his money. He has to learn what the need is of his client companies and their welders. Based on that knowledge, he has to develop a reasonable program of welding documents that not only meets the requirements of the applicable code, but the needs of the client as well. It has to be recognized that the needs of the client and their customers are different. One shoe does not fit all.
I find no problems with ASME, AWS, or military welding standard and specifications. Their goals are similar. The difference is that some standards fail to recognize that everyone tasked to write a WPS is not a welding engineer with 20 years experience and that everyone using the WPS is not an engineer. I appreciate their similarities and their differences and make good living developing WPSs for customers that find some of the codes frustrating to read and use. Bad for them, good for me. Between all the welding standards, I make comfortable living. Until some code body develops the perfect welding standard, there will be work enough to keep me very busy. Each has its quirks, and each needs to be manipulated to answer the customer's needs in a manner that is useful to the end user, i.e., the welder. If the welder cannot use the WPS, I agree with you, they are waste of time, money, and paper. On the other hand, if well written, they can be valuable resource for the welder, inspector, and designer.
As a side note, I find it very interesting that some of my favorite clients don't have a formal program of WPSs, but their lead welders keep notebooks of all the different jobs they've worked on and where they log the filler metal that worked best, the details of the weld joints that were most favorable for the process and the base metal, and the welding parameters. Sounds like they have everything except the information typed on corporate letterhead. Considering the variety of base metals and various projects they do, I would hesitate to say their welders were not knowledgeable or highly skilled, but they do recognize the need for good reference information for future work.
We can argue the fine points until the cows come home and enjoy each others company while we debate the subject. Each of us will continue to do the best we can for our employers or our customers. One last word, we should not adopt the attitude of Henry Ford and ignore the needs or "wants" of our customers until its too late. Our customer is ultimately the welder. It might pay to listen to what they have to say.
Best regard - Al