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Showing posts from February, 2010

Re: [MW:4397] EEUMA 143

This specification covers recommended procedures for the tube end welding of tubes ranging from ½ in (15 mm) to 1½ in (40 mm) nominal diameter and from 1.6 mm to 4.1 mm wall thickness to tube plates of 15 mm and over, in ferritic and austenitic materials. it covers materials, design, PQR, strength tests, leak testing, expansion etc. On Sat, Feb 27, 2010 at 1:30 PM, Praphulla < praphulla.dp@gmail.com > wrote: Dear All, Can anyone help me to understand the requirements of EEUMA 143? Do you have any reference article of EEUMA 143?   Thanks Praphulla -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable ...

RE: [MW:4396] Pullout load calculation of tube to tube sheet weld

Mr. Ibrahim   Please refer Non Mandatory appendix A , of ASME section viii div 1.   Also as per UW 20, welded joints do not call for shear load calculation .   Regards   Prashanth   From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of Muhammed Ibrahim Sent: Saturday, February 27, 2010 1:56 PM To: materials-welding@googlegroups.com Subject: [MW:4395] Pullout load calculation of tube to tube sheet weld   Hi Members,   Anybody have the pullout test load calculation of tube to tube sheet weld with different joint design?. If any articles avilable in pdf. please send. Thanks & Regards Muhammed Ibrahim PK -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views ex...

[MW:4395] Pullout load calculation of tube to tube sheet weld

Hi Members,   Anybody have the pullout test load calculation of tube to tube sheet weld with different joint design?. If any articles avilable in pdf. please send. Thanks & Regards Muhammed Ibrahim PK -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

[MW:4394] EEUMA 143

Dear All, Can anyone help me to understand the requirements of EEUMA 143? Do you have any reference article of EEUMA 143?   Thanks Praphulla -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

[MW:4393] RE: Failure of PQR in All Weld Tensile

Roji (Guru), U r correct, but I m intrested in UTS & also I got all weld tensile values @ 549 / 567 Mpa in main welding procedure & 545 / 525 Mpa in Partial Repar procedure with the same electrode. Is there any effect of welding at the same position two times while Thru Thk. re-repair. Pl. reply PSP --- On Fri, 26/2/10, Abraham, Roji <Roji.Abraham@bg-group.com> wrote: From: Abraham, Roji <Roji.Abraham@bg-group.com> Subject: RE: Failure of PQR in All Weld Tensile To: "prashant pansare" <prashantpan_99@yahoo.co.in> Cc: "Katvi, Paresh" <Paresh.Katvi@bg-group.com>, "sol grea" <solutions.great@gmail.com> Date: Friday, 26 February, 2010, 2:25 PM Prashant .   Why r u using DNV OS F101 2000 INSTEAD OF 2007.   1.        Verify that the Yield stress of the weld metal is more than 80 Mpa  than the SMYS of the base material.  Check Appendix- C page 167 C302 , where it states that the...

Re: [MW:4392] proposed wps

Hi, F No. is 6. No P no. for consumables. P no. is for materials. Thanks, K.Rajagopal On Fri, Feb 26, 2010 at 9:27 AM, Arshad Farooq Syed < arshad_farooq64@yahoo.com > wrote: kindly advise me regarding the F NO AND P NO FOR ER-309L     Regards   Syed Arshad Farooq     QA / QC Engineer   PROCTER & GAMBLE  D.L UNIT KARACHI ( +92-21-111-284-284,5378637-40 ) : +92-308-3067599 -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email...

Re: [MW:4391] Aluminium Welding

Dear  Elshan, Thanks a lot for your reply, I do have a DC MIG power source will give it a try on the GMAW process for the same.  Regards, Nimesh S Chinoy On Mon, Feb 22, 2010 at 5:19 PM, Elshan Feyzullayev < elshan_f@hotmail.com > wrote: Dear Nimesh,   I have practicied many welding processes and consumables for welding of 50xx and 60xx grade AL.   you can use both procedures TIG and GMAW.   if you use TIG your machine and power should be set up on AC.   if you use GMAW your power should be DC. try to use ESAB make ER5356 or 5183 gmaw wire in DC current.   the Al you want to weld is non heat treated alloy. with above written GMAW wires you can get a very good result but dont pass the interpass temperature which is required to be max 130 degree c.   best regards, Elshan.   Date: Sat, 20 Feb 2010 17:10:13 +0530 Subject: [MW:4349] Aluminium Welding From: nchinoy@gmail.com To: materials-welding@googlegroups.com Dear All, Need to weld Aluminium of grade 5052 ...

Re: [MW:4390] Aluminium Welding

Dear Randy, Thanks a lot for your reply.. clarifies a lot of points.  Will give MIG welding a go and see the results. Regards, Nimesh S Chinoy On Sat, Feb 27, 2010 at 4:54 AM, Dull, Randy < RDULL@ewi.org > wrote: Mr Chinoy: The electrode you used, LH 409, appears to be designed specifically for repair welding, and may be more suited for use on castings than for fabricating wrought aluminum plate. Either TIG or MIG would be suitable processes for welding 5-mm thick 5052 plate, but MIG would generally be more productive.  The preferred filler metal or electrode alloy for welding 5052 would be 5356. The low strength of the fillet welds made using LH 409 electrodes is likely due to incomplete fusion to the base metal.  Welding aluminum is more challenging than welding steel and most other metals due to the high thermal conductivity of the base metal.  It is difficult to achieve complete fusion, especially at the start of the weld, using conventional arc welding.  This is an ...

Re: [MW:4389] ferrite number of duplex stainless steel weld

Dear all, Our welding consumables intended for use in duplex stainless steels will normally give a weld metal with FN 35 -50.  The weld metal mechanical properties are strongly dependent on ferrite number. Higher ferrite numbers, > 50, gives higher tensile strength, lower elongation and maybe also lower Charpy values. Welding with too low heat input will give a weld metal with too high FN, resulting in bad mechanical properties. Too high heat input will give too much brittle intermetallic phases. Since the ferrite is transformed into brittle intermetallic phase, the FN measured in the weld will be low.. Measurement of ferrite number in real weldment can be carried out with a precision of +/-10%, according to investigations carried out by IIW. Best regards, Claes Gillenius Development Engineer, MMA. (Spec. stainless and non Fe-alloys) Direct tel:  +46 (0)31 509315 Mobile +46 (0)707532012 Company                ESAB AB ...

RE: [MW:4387] ferrite number of duplex stainless steel weld

Anywhere between 40-60 for the weld and 35-55 for the HAZ should be acceptable... But the client normally has the last word on this issues. -----Original Message----- From: materials-welding@googlegroups.com [mailto: materials-welding@googlegroups.com ] On Behalf Of Sukamal Naskar Sent: 26 February 2010 05:22 To: materials-welding@googlegroups.com Subject: Re: [MW:4376] ferrite number of duplex stainless steel weld Optimum is 50FN, but 40 ~ 70 FN will be acceptable , but still it depends on the client's technical specifications. Regards, On 2/26/10, pankaj.johri@in.transport.bombardier.com < pankaj.johri@in.transport.bombardier.com > wrote: > Hi, > > We are welding duplex stainless steel. > > To control the parameters of welding, we are measuring ferrite number > of weld. > > Can anybody tell us how acceptable values of ferrite numbers are decided. > > > Regards, > > Pankaj > > > Please consider the environment before you print...

Re: [MW:4386] RE: 4381] Failure of PQR in All Weld Tensile

Dear Sir, I got 525Mpa in Partial Repair & 657/643 Mpa in main welding procedure with same E series. So what care should be taken duing Thru. Repair Procedure? Pl. reply. PSP From: Bathula Raghuram (Mumbai - PIPING) <R.Bathula@ticb.com> Subject: [MW:4384] RE: 4381] Failure of PQR in All Weld Tensile To: materials-welding@googlegroups.com Date: Friday, 26 February, 2010, 12:56 PM Change the consumable brand, all E70XX series may not give the higher UTS thou AWS classification (E70XX series Min 490Mpa required as per code)  is same. There are prescribed consumables for API X grade like Bolher Fox series, BÖHLER FOX EV Pipe etc may give higher UTS, check with your consumable manufacturer and ask for this specific requirement, while sourcing consumable. or use higher TS grades like E9018M From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of prashant pansare Sent: Friday, February 26, 2010 12:39 PM To: mat wel...

Re: [MW:4385] Failure of PQR in All Weld Tensile

Weld Meatal. PSP On Fri, 26/2/10, george.dilintas@gr.bureauveritas.com <george.dilintas@gr.bureauveritas.com> wrote: From: george.dilintas@gr.bureauveritas.com <george.dilintas@gr.bureauveritas.com> Subject: Re: [MW:4382] Failure of PQR in All Weld Tensile To: "materials-welding" <materials-welding@googlegroups.com> Date: Friday, 26 February, 2010, 12:48 PM Where do you get the failure? Base or weld metal?   From: prashant pansare [prashantpan_99@yahoo.co.in]   Sent: 26/02/2010 12:39 ZE5B   To: mat wel <materials-welding@googlegroups.com>   Cc: par kat <paresh.katvi@bg-group.com>; roj abra <roji.abraham@bg-group.com>   Subject: [MW:4381] Failure of PQR in All Weld Tensile Dear All, We are working on PQR & deatails are as folows : Appl. Code - DNV OS F101,2000 PQR - Through THickness Repair. (SMAW) Base Metal - API 5L X GRADE 60 - 12.75" OD X 14.3 mm THK. Filler Metal - E-7018 H4R Position -6G After mec...

[MW:4384] RE: 4381] Failure of PQR in All Weld Tensile

Change the consumable brand, all E70XX series may not give the higher UTS thou AWS classification (E70XX series Min 490Mpa required as per code)  is same. There are prescribed consumables for API X grade like Bolher Fox series, BÖHLER FOX EV Pipe etc may give higher UTS, check with your consumable manufacturer and ask for this specific requirement, while sourcing consumable. or use higher TS grades like E9018M From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of prashant pansare Sent: Friday, February 26, 2010 12:39 PM To: mat wel Cc: par kat; roj abra Subject: [MW:4381] Failure of PQR in All Weld Tensile Dear All, We are working on PQR & deatails are as folows : Appl. Code - DNV OS F101,2000 PQR - Through THickness Repair. (SMAW) Base Metal - API 5L X GRADE 60 - 12.75" OD X 14.3 mm THK. Filler Metal - E-7018 H4R Position -6G After mech...

Re: [MW:4383] Failure of PQR in All Weld Tensile

Hi, make sure the current, voltage and travel speed is within the limit of manufacturer recommendation. When making all weld tensile specimen there should be uniform finish on the specimen.   regards, Ibrahim   On 26 February 2010 07:09, prashant pansare < prashantpan_99@yahoo.co.in > wrote: Dear All, We are working on PQR & deatails are as folows : Appl. Code - DNV OS F101,2000 PQR - Through THickness Repair. (SMAW) Base Metal - API 5L X GRADE 60 - 12.75" OD X 14.3 mm THK. Filler Metal - E-7018 H4R Position -6G After mechanical tests, we are getting all values in acceptable limits except All Weld Tensile results.(Reqd- 517 Mpa & Actual - 483 / 493 Mpa) What is the reason & solution for the same? Pl. reply. PSP   Your Mail works best with the New Yahoo Optimized IE8. Get it NOW! . -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googleg...

Re: [MW:4382] Failure of PQR in All Weld Tensile

Where do you get the failure? Base or weld metal?   From: prashant pansare [prashantpan_99@yahoo.co.in]   Sent: 26/02/2010 12:39 ZE5B   To: mat wel <materials-welding@googlegroups.com>   Cc: par kat <paresh.katvi@bg-group.com>; roj abra <roji.abraham@bg-group.com>   Subject: [MW:4381] Failure of PQR in All Weld Tensile Dear All, We are working on PQR & deatails are as folows : Appl. Code - DNV OS F101,2000 PQR - Through THickness Repair. (SMAW) Base Metal - API 5L X GRADE 60 - 12.75" OD X 14.3 mm THK. Filler Metal - E-7018 H4R Position -6G After mechanical tests, we are getting all values in acceptable limits except All Weld Tensile results.(Reqd- 517 Mpa & Actual - 483 / 493 Mpa) What is the reason & solution for the same? Pl. reply. PSP   Your Mail works best with the New Yahoo Optimized IE8. Get it NOW! . -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe f...

[MW:4381] Failure of PQR in All Weld Tensile

Dear All, We are working on PQR & deatails are as folows : Appl. Code - DNV OS F101,2000 PQR - Through THickness Repair. (SMAW) Base Metal - API 5L X GRADE 60 - 12.75" OD X 14.3 mm THK. Filler Metal - E-7018 H4R Position -6G After mechanical tests, we are getting all values in acceptable limits except All Weld Tensile results.(Reqd- 517 Mpa & Actual - 483 / 493 Mpa) What is the reason & solution for the same? Pl. reply. PSP   Your Mail works best with the New Yahoo Optimized IE8. Get it NOW! . -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents...

[MW:4380] ferrite number of duplex stainless steel weld

Hi, We have a different understanding for the generally, the oil & gas industry, the percent ferrite should be between 35 - 60% and the FN from 4 - 8 We would assume you are using Ferritscope MP 30 for the measurement David Chan ~~~~~~~~~~~~~~~~~~~~~~~~~~ -----Original Message----- From: materials-welding@googlegroups.com [mailto: materials-welding@googlegroups.com ] On Behalf Of Sukamal Naskar Sent: Friday, February 26, 2010 1:22 PM To: materials-welding@googlegroups.com Subject: Re: [MW:4376] ferrite number of duplex stainless steel weld Optimum is 50FN, but 40 ~ 70 FN will be acceptable , but still it depends on the client's technical specifications. Regards, On 2/26/10, pankaj.johri@in.transport.bombardier.com < pankaj.johri@in.transport.bombardier.com > wrote: > Hi, > > We are welding duplex stainless steel. > > To control the parameters of welding, we are measuring ferrite number of > weld. > > Can anybody tell us how acceptable values of f...

[MW:4379] RE: 4377] F NO AND A NO FOR ER-309L

F#6 and A#8, P no is applicable only for base material (P#8 for 300 series ASS) From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of Arshad Farooq Syed Sent: Friday, February 26, 2010 10:57 AM To: materials-welding@googlegroups.com Subject: [MW:4377] proposed wps kindly advise me regarding the F NO AND P NO FOR ER-309L   Regards Syed Arshad Farooq     QA / QC Engineer   PROCTER & GAMBLE  D.L UNIT KARACHI ( +92-21-111-284-284,5378637-40 ) : +92-308-3067599

[MW:4378] RE: 4375] ferrite number of duplex stainless steel weld

What grade of duplex it is? and what process you are using? you want general acceptable values or how to control FN in the weld? what is your process fluid? Chemical composition, welding and heat treatment are process parameters that determine the properties. To control all these parameters, some specifications are “over-specified”, which sometimes lead to conflicting requirements. One example is when an over-alloyed filler wire with 9% Ni is required for the longitudinal weld, and nitrogen is added to the gas for pitting resistance, in which case the ferrite content after heat treatment may fall below 30% in the weld. Most specifications allow minimum 30% ferrite in the weld, due to an expected risk for SCC, in spite of that the risk for SCC being negligible in the intended process environment. For duplex steels the ferrite content is largely depending on the chemical composition and the thermal history. For the parent steel it is con...

[MW:4377] proposed wps

kindly advise me regarding the F NO AND P NO FOR ER-309L     Regards   Syed Arshad Farooq     QA / QC Engineer   PROCTER & GAMBLE  D.L UNIT KARACHI ( +92-21-111-284-284,5378637-40 ) : +92-308-3067599

Re: [MW:4376] ferrite number of duplex stainless steel weld

Optimum is 50FN, but 40 ~ 70 FN will be acceptable , but still it depends on the client's technical specifications. Regards, On 2/26/10, pankaj.johri@in.transport.bombardier.com < pankaj.johri@in.transport.bombardier.com > wrote: > Hi, > > We are welding duplex stainless steel. > > To control the parameters of welding, we are measuring ferrite number of > weld. > > Can anybody tell us how acceptable values of ferrite numbers are decided. > > > Regards, > > Pankaj > > > Please consider the environment before you print / Merci de penser à > l'environnement avant d'imprimer > > _______________________________________________________________________________________________________________ > > This e-mail communication (and any attachment/s) may contain confidential > or privileged information and is intended only for the individual(s) or > entity named above and to others who have been specifically a...

[MW:4375] ferrite number of duplex stainless steel weld

Hi, We are welding duplex stainless steel. To control the parameters of welding, we are measuring ferrite number of weld. Can anybody tell us how acceptable values of ferrite numbers are decided. Regards, Pankaj     Please consider the environment before you print / Merci de penser à l'environnement avant d'imprimer _______________________________________________________________________________________________________________ This e-mail communication (and any attachment/s) may contain confidential or privileged information and is intended only for the individual(s) or entity named above and to others who have been specifically authorized to receive it. If you are not the intended recipient, please do not read, copy, use or disclose the contents of this communication to others. Please notify the sender that you have received this e-mail in error by reply e-mail, and delete the e-mail subsequently. Please note that in order to protect the security of our inf...

[MW:4374] RE: 4338] Robot - WOPQ?

which of these is true in your case. in my opinion for 1 below no WO hence WOPQ not required 1. W elding with equipment which performs the welding operation without adjustment of the controls by a welding operator.  except for the loading and unloading of the work. 2. W elding with equipment that has controls that are manually adjusted by the welding operator in response to visual observation of the welding, with the torch, gun, or electrode holder held by a mechanical device. From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of PREM SHANKARDUTT NAUTIYAL Sent: Thursday, February 25, 2010 9:36 PM To: materials-welding@googlegroups.com Subject: [MW:4338] Robot - WOPQ? Dear All We have a typical situation. We want to do overlay by FCAW and want to deploy robot for this i.e by automatic welding. The construction code is ASME Sec VIII Div.1 Now as per ASME Sec VIII Div1, UW29(b)(2)-- "when welding is ...

Re: [MW:4373] Robot - WOPQ?

Dear Prem, Operator qualification is required.   Regards, Ibrahim On 25 February 2010 16:05, PREM SHANKARDUTT NAUTIYAL < prem_nautiyal@rediffmail.com > wrote: Dear All We have a typical situation. We want to do overlay by FCAW and want to deploy robot for this i.e by automatic welding. The construction code is ASME Sec VIII Div.1 Now as per ASME Sec VIII Div1, UW29(b)(2)-- "when welding is done by any automatic welding process, performance qualification testing is not required". So do we need not do any WOPQ ?? Is performance qualification required or not ?? Pls.. advise.. Regards Prem Nautiyal PREM S NAUTIYAL CELL : 9820313278 -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and me...

[MW:4388] RE: 4338] Robot - WOPQ?

The section you cite does not apply to overlay welding.  It only applies to studs,  insulation pins, fins, etc.   Paragraph UW-29 (b) defines what the exemption applies to:  " The welder and welding operators used in welding non-pressure attachments, which have essentially no load carrying function (such as extended heat transfer surfaces, insulation support pins, etc.) to pressure parts shall comply with . . ."   Weld overlay does not meet the criteria above so your welding operators will have to be qualified appropriately per Sc IX.   John Henning From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of PREM SHANKARDUTT NAUTIYAL Sent: Thursday, February 25, 2010 10:06 AM To: materials-welding@googlegroups.com Subject: [MW:4338] Robot - WOPQ? Dear All We have a typical situation. We want to do overlay by FCAW and want to deploy robot for this i.e by automatic welding. The ...

[MW:4338] Robot - WOPQ?

Dear All We have a typical situation. We want to do overlay by FCAW and want to deploy robot for this i.e by automatic welding. The construction code is ASME Sec VIII Div.1 Now as per ASME Sec VIII Div1, UW29(b)(2)-- "when welding is done by any automatic welding process, performance qualification testing is not required". So do we need not do any WOPQ ?? Is performance qualification required or not ?? Pls.. advise.. Regards Prem Nautiyal PREM S NAUTIYAL CELL : 9820313278 -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

Re: FW: [MW:4371] DSS REPAIR WELDING PROCEDURE

Dear Rutvik and Pradip, As addition on the remarks of Pradip especially regarding "you may use cast material" the following: Welding procedure qualifications according to ASME section IX are not allowed as base for WPS qualifcation in casting repairs according to ASTM A995. This specification clearly mention under chapter 11 that all procedures and/ or welders need to be qualified according to ASTM A488. This specification is especially for casted materials and requires qualification on casted base materials only so often this is not the case for ASME section IX qualifications. Chemical composition also need to be similar to the material to be weld. If the comapny has no qualification according the ASTM A488 they are not allowed to execute any repair. Best Regards, Herman Pieper On 24 feb, 19:10, < pgosw...@sympatico.ca > wrote: > Hi Rutvik, > > ASTM A 995 GR.4A(DSS) is 22Cr-5Ni-Mo-N(UNS-J92205) duplex casting. The matching chemistry for this product is ASME ...