Two kinds of damage
There are two groups of damage at stainless steel welds: defects that occur during welding, and corrosion that only shows up in service. Many cases of corrosion damage, however, already originate in fabrication.
Typical examples are temper colours that were not removed, iron abrasion from the wrong tools, or a crevice in a weld without full penetration. The tables give cause and remedy and refer to the articles in this series.
Defects during welding
The most common weld defects in stainless steels and what helps against them.
| Defect | Cause | Remedy |
|---|---|---|
| Hot cracks (solidification cracks) in the weld centre | weld metal solidifies without ferrite, e.g. with fully austenitic grades; too much heat | filler metal with some ferrite, low heat input, stringer beads; Microstructure |
| Crater cracks | the weld pool at the end of the weld solidifies last and cracks | fill craters; with fully austenitic grades, grind tack welds and weld ends |
| Cracks in dissimilar joints | too much dilution with carbon steel, martensite in the weld metal | over-alloyed filler metal such as 309L; Dissimilar joints |
| Cracks at tack welds on duplex | rapid cooling, highly ferritic weld metal | tack with filler metal, preheat if necessary; Tack welding |
| Lack of fusion | viscous weld pool, groove angle too narrow, weld pool running ahead of the arc | groove angle of 70 to 80° for duplex, adjust torch guidance; Joint preparation |
| Pores | disturbed gas shield, damp hoses, too much nitrogen, hydrogen in the arc | check gas shield, limit nitrogen; Shielding gases |
| Root concavity, blown-out root | forming gas escapes only through the gap, overpressure too high | separate gas outlet, only slight overpressure; Root protection |
| Excessive root penetration | too much heat or too wide a root gap | avoid because of the notch effect; grind out the root before a backing run |
| Arc strikes next to the weld | arc struck on the plate | strike only in the groove; arc strikes can initiate cracks and rust |
| Oxidised, “burnt” root | no or poor root protection | purge, measure residual oxygen; Root protection |
| Heavy temper colours | too much heat, poor gas shield, moisture | Avoiding and removing temper colours |
| Distortion | high thermal expansion, poor thermal conductivity | low heat input, close tack welds, fixtures; Heat control |
Based on DVS 0931, DVS 0937, DVS 0946 and ISER information sheet 823. Which imperfections are permissible and to what extent is governed by ISO 5817 with its quality levels.
Corrosion damage at welds
Stainless steel rusts when the passive layer is locally destroyed and cannot renew itself. At welds, the causes are usually known and avoidable.
| Type of corrosion | Appearance | Cause | Remedy |
|---|---|---|---|
| Pitting corrosion | small, deep pits | chlorides, especially at elevated temperature; deposits such as extraneous rust, slag, temper colours | molybdenum-bearing grade or higher PREN; clean post-weld treatment |
| Crevice corrosion | attack in narrow crevices, under washers, in stagnant media | there is no oxygen in crevices, so the passive layer cannot renew itself | avoid crevices by design, use full-penetration welds; molybdenum helps |
| Intergranular corrosion | grain boundary attack next to the weld in the heat-affected zone | chromium carbides at the grain boundaries; steels above 0.03 % C with thicker walls, carbon from CO₂-rich gas | L grades or stabilised steels; MAG gas with little CO₂ |
| Stress corrosion cracking | fine, branched cracks running through the grains | chlorides, elevated temperature and tensile stress together; austenitic grades with 8 to 12 % Ni are the most susceptible | duplex or a grade with higher nickel content; avoid grinding stresses, pickle |
| Extraneous rust | rust spots on the surface, often after a few days | iron particles from tools or flying sparks from carbon steel work | separate tools; remove rust and pickle |
| Galvanic corrosion | attack on the less noble partner of a joint | contact with carbon steel or aluminium in an electrolyte | insulate, consider the area ratio; Dissimilar joints |
Based on ISER information sheet 823 (2019) and DVS 0937. Advice on selecting the material according to the corrosive load is given in What makes stainless steel stainless.
Rust at the weld: the usual suspects
If rust appears on or next to a stainless steel weld shortly after fabrication, the material is rarely to blame. Usually it is one of the following causes.
- Temper colours not removed: The attack starts in the chromium-depleted zone beneath them, often as a reddish-brown fringe along the weld.
- Extraneous rust: iron abrasion from brushes, discs or clamping tools that were also used on carbon steel, or grinding sparks from nearby work.
- Slag and spatter not removed, especially after manual metal arc and flux-cored arc welding.
- Wrong filler metal or too much dilution, for example carbon steel wire on stainless steel or 308L on a molybdenum-bearing steel.
- Crevice, for example a root without full penetration or a single-sided fillet weld, in which moisture collects.
Testing and assessment
Visual testing is always the first step. For surface cracks on austenitic grades, penetrant testing is suitable, but magnetic particle testing is not, because austenite cannot be magnetised.
The test methods at a glance: Testing, health and safety.
Frequently asked questions
Why is my 304 weld rusting?
Usually because of temper colours, extraneous rust or slag that were not removed. In a chloride-bearing environment, 1.4301 itself can also reach its limit; a molybdenum-bearing grade such as 1.4404 is then the better choice.
How do I recognise hot cracks?
Usually as a longitudinal crack in the weld centre or in the end crater, often visible to the naked eye or in penetrant testing. They are typical of fully austenitic weld metal.
Where do pores in stainless steel come from?
Usually from a disturbed gas shield or moisture in the gas. With duplex and super duplex, also from too much nitrogen in the weld metal.
Further reading: articles on welding stainless steel
The series from the material via process, gas and root protection to the tested weld. For an overview, see Welding of stainless steel.
- What makes stainless steel stainless
- Microstructure, delta ferrite and hot cracking
- Choosing the filler metal
- Processes at a glance
- Shielding gases
- Heat input and interpass temperature
- Joint preparation and tack welding
- Root protection and purging
- Temper colours, pickling, passivation
- Duplex and super duplex
- Joining stainless to carbon steel
- Testing, health and safety
About the author
Robert Lahnsteiner, Ing., is an International Welding Engineer (IWE) and managing director of MIGAL.CO GmbH. After training in telecommunications and electronics at HTL Braunau, he spent eighteen years in welding technology at Fronius from 1983. Since 2001 he has run MIGAL.CO, the aluminium welding wire manufacturer in Landau an der Isar, together with Martin Erl. His focus is aluminium filler metals, wire manufacturing and wire feeding, and the monitoring of welding processes. Within DVS, the German Welding Society, he has served for around 30 years on technical committee FA03 “Arc welding” and chairs working group 2.4.4 “MIG welding of aluminium”.