Some of the most common types of defects are defined
below.
Hot
cracking
This is the most common type of weld defect, and is caused
by, among other things, excessively large weld pools, high impurity levels,
high weldment restraint, and too thin welds. Weld-crater cracks are a type of hot
cracking and occur if the arc is extinguished too quickly. Ferrite in the weld
metal counteracts hot cracking. Hot cracks must be ground away.
Strike
scars
Strike scars occur if the arc strays outside the
joint briefly while the electrode is being struck. This type of defect has high
inherent stress, often in combination with a sharp crack. It can cause stress
corrosion cracking and crevice corrosion. Strike scars in duplex steels can
give rise to 90-100% ferrite, resulting in embrittlement and reduced corrosion
resistance. Strike scars must be ground away.
Porosity
Porosity is caused by moisture on the work metal, moisture
in the electrodes, moisture in the gas (TIG, MIG), contamination of the joint
(oil, paint etc).
Slag
inclusions
These may result from the use of an electrode with
too large a diameter in a narrow joint, or by careless welding.
Incomplete
penetration
This results from using the wrong type of joint or incorrect
welding parameters.
Root
defect
Incomplete penetration can cause crevice corrosion and
stress corrosion cracking.
Incomplete
fusion
This is caused by an incorrect travel speed in MIG welding,
an excessively narrow joint, excessively low welding current, or the wrong
electrode angle.
Hydrogen
cracking
In 13 Cr weld metal Preheat temperature too low,
moisture content in covering too high.
Excessive
local penetration (pipe welding)
Gap too large, heat input too high
Sink
or concavity (pipe welding)
Incorrect joint design
Oxidized
root side
Poor shielding can cause corrosion attacks. Remove the
oxide.
Spatter
Grinding spatter can cause pitting and must
therefore be removed. Weld spatter can also cause pitting.
Grinding
scratches
Coarse grinding of the welded joint must be followed
by fine grinding and possibly polishing.
Practical
advice
Use standardized joint types. A single-U butt joint
is recommended for pipe welding with TIG. The single-U butt joint is particularly
advantageous in the overhead position.
A tip is to machine single-V butt joints
but grind up the single-V butt joint to a single-U butt joint in the overhead
position. Tack with a gap of about 1.0-2.5 mm.
Never leave grinding burr.
Clean the joint before welding.
When tacking with TIG, use shielding gas and grind off
or thin out the tacks.
When welding pipe with TIG, use pure argon and gas
hoses of good quality.
Spread out the gas on the root side. Gas flow (2)-20
I/min.
Purge the pipe with 7-10 x the enclosed volume.
Keep the shielding gas on until the weld has cooled to
below about 200°C.
Using a gas lens is recommended–it provides a better
gas shield. Good in deep joint types, for example weldolets.
MIG welding can be carried out with pure argon or a gas
mix of argon + 30% helium + 1% oxygen.
Heat input 0.5-1.5 kJ/mm (normal).
If welding with covered electrodes, do not exceed the
maximum recommended current.
Extinguish the arc carefully at the end of the weld.
Do not exceed the recommended welding current.
Inter pass temperature <100°C (150°C).
The joint must be completely free of low-melting phases
such as metallic copper, zinc or lead. Such phases can otherwise cause metal
penetration during welding.
Submerged-arc welding and resistance welding can be
used, but require special welding parameters. Information can be obtained from
our technical customer service.
Post
Weld Heat Treatment for Stainless Steel
To ensure satisfactory corrosion resistance for the
welded joint, slag, spatter and oxides must be removed. Welding oxide is rich
in chromium, which means that the material underneath the oxide has been
depleted of chromium, thereby reducing its resistance to pitting corrosion.
Post-weld treatment is therefore very important if the weld is to be exposed to
acidic or neutral; chloride containing solutions such as seawater and pulp
bleach plant liquids.
In these cases, pickling should be carried out to
remove this oxide and enable the formation of a new protective and passivating
oxide layer.
Note that
failure to use sufficient shielding gas during pipe welding may result in
oxidation of the root side. In such cases the root side has to be cleaned by
mechanical or chemical means.
Annealing
Stress-relief annealing of a non-stabilized
stainless steel at temperatures within the range 550-650°C involves a risk of
chromium carbide precipitation and might reduce the resistance to wet
corrosion. Stabilized material however can undergo stress-relief annealing
within the temperature range 550-650°C without any problems.
The safest method is to carry out stress-relief
annealing at temperatures in excess of 1,000°C. The temperature levels can be
provided by the manufacturer.
Brushing/grinding
Spatter and strike scars should be ground off, while
oxide and other discoloration should be removed by brushing.
Grinding should be carried out in several stages and
finished using an emery cloth with a 120 mesh or finer. If steel brushing is
preferred, stainless steel brushes must be used.
Surfaces which have undergone a process of grinding should
preferably be pickled or washed with dilute nitric acid to ensure full
protection against corrosion.
Blasting
If blasting is used, the blasting medium must be
clean and free of iron particles,
iron oxides, zinc, or other similar
materials.
Pickling or washing with dilute nitric acid is
recommended after blasting.
Pickling
From a corrosion point of view, pickling is
considered to be the best method for cleaning a welded joint. In addition to
the actual cleaning process which occurs during pickling, the welded area also
undergoes a new process of passivation.
This method restores the welded joint’s resistance
to corrosion, partly by removing the chromium depleted layer and partly by
forming a new layer of the protective oxide film.
Pickling can be performed at the location of the
joint using either pickling paste or pickling fluid. All residue caused by the
pickling process should be thoroughly rinsed away using clean water and dealt
with in accordance with the recommendations provided by the relevant
authorities.
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