Hi Ian!
I did a little websurfing last night and found some interesting websites pertaining to Ti welding issues... I must warn you that the list is not short, so here goes:
http://www.twca.com/WahChang/pages/outlook/html/bkissues/20_03.htm
http://www-cms.llnl.gov/s-t/welding.html
http://www.ewi.org/njc/titanium.asp
http://www.key-to-metals.com/Article28.htm
http://www.key-to-metals.com/Article50.htm
http://www.timet.com/design&fabframe.html
http://www.timet.com/productsframe.html
http://www.tigdepot.com/products/p4.html Ti trailing sheilds & more!!!
http://www.hi-techwelding.com
http://www.alloychange.com/a/6010.html this one is a forum.
http://www.arcraftplasma.com/nonferrous.htm Indian company website that uses info straight from the U. S. Army manual on Ti welding!!!
Some of these websites are more relevant than others, and if you ask me, the first seven are the good ones!!! Especially the first three...
What I got out of the first seven was the fact that in order to verify soundness of not only the weld but, also the adjacent HAZ, one must not rely completely on coloration via visual inspection as the method of determining whether or not to accept the work...
Discoloration does give you a relatively good indicator of contamination but, to what extent is the key as to whether or not the work is acceptable!!! The Lawrence Livamore website above shows us the differences in the size and pattern of grain structures beginning from the weld itself all the way out to a specific distance from the weld in the heat affected zone (HAZ)... The photos clearly show the difference between the two HAZ on either side of the weld, and as you can see, as you go further away from the axis of the weld especially in the secondary HAZ, you'll see that there still is embrittlement occurring!!!
One of the other websites show color photos of what is acceptable as far as discoloration is concerned, and is also a good visual source of reference... Now I do'nt know what grade of Ti you are using so you'll have refer to these sites for guidance in NDE and/or DE, and to improve the welding procedure...
As stated in a few of thes sites is that the only way to verify that the work is acceptable. One must use destructive and NDT methods in order to rule out any contamination/embrittlement or both!!!
Some of the destructive tests include: Tensile samples, notch toughness and impact tests or both because, ductility or lack of is the key here... NDT methods can also be employed such as: Portable hardness testing, Eddy current, UT, and I doubt that most of us could afford it but also, the real time enhanced RT (x-ray diffraction) method which is the best for looking at the changes in the grain structures in the as welded condition that Lawrence Livamore used for their research via Stanford's Synchrotron Radiation Lab...
TIMET has a good book in .pdf format that covers basic design and fabrication of Ti that also covers welding and evaluation of the welds, and a corrosion resistance chart for Ti which you can also download in .pdf...The other sites have some useful info also...
All in all, these websites, the opinions offered, and the examples shown should be able to give you a better understanding as to what has occured in the tube welds, and what is the next course of action for you to take!!! I hope everybody learns something out of this because, I certainly did!!! Good Luck and feel free to ask for further assistance...
I just love that Lawrence Livamore site!!!
Respectfully,
SSBN727 Run Silent... Run Deep!!!