2205 is the standard duplex grade and covers the large majority of duplex applications. 2507 is more highly alloyed (more chromium, more molybdenum, roughly twice the nitrogen), which pushes its PREN from around 35 up to around 42 and makes it suitable for genuine seawater and severe chloride duty where 2205 would pit. 2507 also has about 20% higher minimum yield strength. You pay for it in material cost and in tighter fabrication control.
Both are duplex stainless steels: roughly half ferrite, half austenite. That dual-phase structure is what gives duplex its two headline advantages over conventional austenitic stainless like 316L: roughly double the yield strength, and far better resistance to chloride stress corrosion cracking.
The difference between the two grades is alloying level. 2507 has more of everything that fights chloride attack. The industry threshold is a PREN of 40: below it you have duplex, at or above it you have super duplex.
Practically, the decision usually comes down to one question: is chloride, at temperature, going to attack this material? If the answer is a clear no, 2205 will almost always do the job for less money and with an easier fabrication route. If the answer is yes or probably, 2507 earns its premium.
2205 is the workhorse of the duplex steel family and accounts for the bulk of duplex tonnage produced worldwide.
There is a naming subtlety here that causes real procurement problems, so it’s worth being precise.
Most mills now supply dual-certified S31803/S32205 material, which meets both. But if your specification says only S31803 and you receive lean material at the bottom of the range, that’s technically compliant and may still be wrong for your service. Specify S32205 where corrosion performance matters. This is one of the more common specification traps in duplex procurement.
UNS S32750 is the reference super duplex grade: chromium 24.0–26.0%, nickel 6.0–8.0%, molybdenum 3.0–5.0%, nitrogen 0.24–0.32%.
“Super duplex” isn’t a marketing word. It has a working definition, PREN of 40 or above, and S32750 clears it comfortably at around 42–43.
The other grade you will meet in this category is UNS S32760 (widely known by the Zeron 100 trade name), which reaches similar PREN by a slightly different route, adding copper and tungsten. S32750 and S32760 are not interchangeable on a specification even though they occupy the same performance bracket, and project specifications usually name one or the other deliberately.
More detail on the grade family sits on our super duplex steel page.
Composition limits below follow the widely referenced UNS ranges. Verify against the current mill datasheet and the governing product specification (ASTM A790 for seamless and welded pipe, A928 for welded pipe with filler, A182 for forgings, A240 for plate) before release.
| Element | Duplex 2205 (S32205) | Super Duplex 2507 (S32750) |
|---|---|---|
| Chromium | 22.0 – 23.0 | 24.0 – 26.0 |
| Nickel | 4.5 – 6.5 | 6.0 – 8.0 |
| Molybdenum | 3.0 – 3.5 | 3.0 – 5.0 |
| Nitrogen | 0.14 – 0.20 | 0.24 – 0.32 |
| Carbon | 0.030 max | 0.030 max |
| Manganese | 2.00 max | 1.20 max |
| Silicon | 1.00 max | 0.80 max |
| Phosphorus | 0.030 max | 0.035 max |
| Sulphur | 0.020 max | 0.020 max |
| Copper | — | 0.50 max |
| Typical PREN | ~34 – 36 | ~42 – 43 |
Nitrogen is the element to watch. 2507 carries roughly double the nitrogen of 2205, and nitrogen does three jobs at once: it strengthens the austenite phase, it stabilises austenite so the phase balance survives welding, and it contributes heavily to pitting resistance. Look at the PREN formula and you can see how much weight it carries.
PREN, or Pitting Resistance Equivalent Number, is calculated as:
PREN = %Cr + 3.3 × %Mo + 16 × %N
Worked through for typical mid-range compositions:
Two things need saying about PREN, because it’s routinely over-interpreted.
First, it’s a screening index, not a performance guarantee. It ranks alloys by their expected resistance to chloride pitting. It says nothing about acid resistance, nothing about crevice geometry, nothing about erosion, and nothing about whether the material was fabricated correctly. A badly welded 2507 joint with sigma phase in the heat-affected zone will fail in service regardless of what the mill certificate’s PREN says.
Second, PREN is calculated from the certified composition of the parent material. Weld metal and heat-affected zones have their own effective PREN, usually lower, and that’s where corrosion attacks first. This is why over-alloyed filler metals are used on duplex.
CPT is the more useful practical number, measured to ASTM G48 Method A. It is the temperature at which pitting initiates in a standard ferric chloride test.
| Grade | Typical CPT (ASTM G48A) |
|---|---|
| 316L | ~15 – 20°C |
| Duplex 2205 | ~25 – 35°C |
| Super Duplex 2507 | ~55 – 85°C |
That is the whole argument in one table. The gap between 2205 and 2507 in chloride service isn’t incremental. It’s a different operating envelope. Weld procedure qualification for super duplex commonly includes a G48 test on the actual weld, precisely because fabrication can destroy that advantage.
For genuine seawater duty (offshore, desalination, seawater cooling, firewater systems, produced water) the working rule in most specifications is PREN 40 minimum, which means super duplex or better.
2205 can be used in chloride-bearing service, but its position depends heavily on temperature, chloride concentration, oxygen content, flow velocity and crevice geometry. It performs well in cooler, cleaner, flowing conditions. It is vulnerable in warm stagnant seawater, under deposits, or in crevices at flanges and gaskets, which is exactly where marine systems tend to sit.
Chloride stress corrosion cracking is a separate matter, and here both grades are strong. Duplex was largely developed to escape the chloride SCC problem that limits 304 and 316 above about 60°C. Both 2205 and 2507 resist it well, with 2507 having the wider margin at elevated temperature.
Minimum values below follow ASTM A790 for seamless and welded pipe. Other product forms and specifications carry different minima, so always cite the specification.
| Property | 2205 (S32205) | 2507 (S32750) | 316L, for reference |
|---|---|---|---|
| Min yield strength (0.2%) | 450 MPa (65 ksi) | 550 MPa (80 ksi) | 170 MPa (25 ksi) |
| Min tensile strength | 655 MPa (95 ksi) | 795 MPa (115 ksi) | 485 MPa (70 ksi) |
| Min elongation | 25% | 15% | 35% |
| Max hardness | 30.5 HRC / 293 HBW | 32 HRC / 310 HBW | — |
| Density | ~7.80 g/cm³ | ~7.80 g/cm³ | ~8.00 g/cm³ |
The 316L column is there to make a point that gets underused in design. Both duplex grades have roughly 2.5 to 3 times the minimum yield strength of 316L. In a pressure-containing application governed by allowable stress, that permits a substantially thinner wall.
That matters commercially. Duplex costs more per kilogram than 316L, but if the wall thickness drops by a third, the installed cost gap narrows considerably, and the weight saving carries through to supports, structure and, offshore, to topside load. When comparing duplex against austenitic on cost, comparing per-kilogram prices at equal wall thickness is the wrong comparison.
Note the elongation figures too. 2507’s higher strength comes with lower ductility, which shows up in forming operations and in springback.
Duplex stainless steels have a narrower usable temperature window than austenitic grades, in both directions, and the reasons are metallurgical rather than arbitrary.
Upper limit. Above roughly 300°C, duplex grades are susceptible to 475°C embrittlement: precipitation of alpha prime in the ferrite phase, which severely reduces toughness over time. Design codes generally restrict duplex to around 250–300°C maximum for sustained service. This isn’t a strength limit; the material stays strong. It becomes brittle.
Lower limit. Duplex retains good toughness at low temperature, typically qualified down to about −50°C with impact testing. Below that, ferritic phases lose toughness and other material families take over.
The processing danger zone. Between roughly 600°C and 1000°C, duplex grades precipitate sigma and chi phases, hard brittle intermetallics that destroy both toughness and corrosion resistance. Material must pass through this range quickly.
2507 is considerably more prone to sigma formation than 2205, because higher chromium and molybdenum accelerate the reaction. The practical window for 2507 can be a matter of minutes where 2205 tolerates considerably longer. This is the real cost of super duplex, and it’s a fabrication cost rather than a material cost.
Solution annealing follows the same logic: 2205 is typically annealed at 1020–1100°C, 2507 at 1040–1120°C, both followed by rapid water quenching. The quench isn’t optional.
Both grades weld well when the procedure is respected. Neither forgives improvisation.
The objective in duplex welding is to land the weld metal and heat-affected zone back at roughly 50/50 ferrite–austenite. Weld too hot and cool too slowly, and you get sigma phase. Weld too cold and cool too fast, and the ferrite doesn’t have time to transform back to austenite, leaving a ferrite-rich, low-toughness, corrosion-prone zone.
| Parameter | Duplex 2205 | Super Duplex 2507 |
|---|---|---|
| Typical heat input | ~0.5 – 2.5 kJ/mm | ~0.2 – 1.5 kJ/mm |
| Max interpass temperature | ~150°C | ~100°C |
| Common filler | ER2209 / E2209 (over-alloyed) | ER2594 / 25.10.4.L (over-alloyed) |
| Shielding gas | Argon, often with N₂ addition | Argon with N₂ addition, backing purge essential |
| Pre-heat | Not normally required | Not normally required |
| PWHT | Not normally required; full solution anneal + quench if used | Same, with tighter control |
| Typical qualification testing | Ferrite count, impact, bend | Ferrite count, impact, bend, plus ASTM G48 corrosion test |
Two points that repeatedly cause problems on site:
Nickel-enriched filler is deliberate. Duplex fillers are over-alloyed in nickel so the weld metal forms enough austenite on its own cooling cycle. Never weld duplex autogenously (without filler) unless the procedure specifically qualifies it and a post-weld solution anneal follows. Autogenous welds come out heavily ferritic.
Backing gas matters more than people expect. Root oxidation on duplex pipe destroys the corrosion resistance of the one surface that’s actually in contact with the fluid. For 2507 this isn’t negotiable.
Machining and forming: both grades work-harden and cut harder than austenitic stainless. Expect reduced speeds, rigid setups, sharp tooling and higher power. 2507 is the tougher of the two. Cold forming needs more force and more springback allowance than 316L.
We don’t publish a fixed percentage premium, and you should treat any source that does with caution, because nickel and molybdenum are exchange-traded and quotations move week to week.
What drives the gap:
The lifecycle argument runs the other way. If 2205 pits through in seawater service at year four and 2507 would have run for thirty, the initial saving was not a saving. Conversely, specifying 2507 for a benign process line is money spent on a property the service will never call on. Both errors are common.
Available as Duplex 2205 pipe and tube, duplex steel round bars and duplex steel plates and sheets.
Available as Super Duplex pipe and tube, Super Duplex S32750 round bars and super duplex plates and sheets.
| Requirement | 2205 | 2507 |
|---|---|---|
| Seawater service | Not generally suitable for demanding duty | Standard choice |
| Chloride up to ~1,000 ppm, moderate temperature | Suitable | Over-specified |
| High chloride at elevated temperature | Marginal — verify | Suitable |
| Crevice-prone geometry in chlorides | Higher risk | Better margin |
| Chloride SCC resistance | Good | Better |
| Minimum yield strength | 450 MPa | 550 MPa |
| Service above 300°C | Not recommended | Not recommended |
| Ease of welding | Wider process window | Tight control, more testing |
| Availability and lead time | Broad | More limited in non-standard sizes |
| Material cost | Lower | Higher |
| Total installed cost in severe service | Can be higher through early replacement | Often lower over life |
Where the honest answer is “it depends on the exact chloride level and temperature,” that’s a signal to get a corrosion engineer’s input rather than to default upward. Defaulting to super duplex on every uncertain line is how project material budgets get away from people.
Yes. To ASTM A790 the minimum yield is 550 MPa for S32750 against 450 MPa for S32205, and minimum tensile is 795 MPa against 655 MPa. Both are high-strength grades by stainless standards; 2205 already has around 2.5 times the minimum yield of 316L. 2507’s higher strength comes with lower minimum elongation, 15% against 25%.
For localised chloride corrosion, substantially. PREN is roughly 42 against roughly 35, and critical pitting temperature is roughly 55–85°C against roughly 25–35°C. Actual service performance still depends on temperature, chloride level, crevices, flow, and above all on whether the material was welded and fabricated correctly.
Typically around 34–36 for S32205 and around 42–43 for S32750, using PREN = %Cr + 3.3%Mo + 16%N. Calculate it from the actual mill certificate rather than the grade name, especially for older S31803 material where the wider composition range can produce a lower result. PREN is a screening index, not a service-life prediction.
Not as a blanket yes. It depends on temperature, flow velocity, chlorination, oxygen, crevice geometry and whether the system ever sits stagnant. Warm, stagnant or crevice conditions are where 2205 is at risk. Most seawater specifications call for PREN 40 minimum, which puts 2507 or another super duplex grade in the frame. Get the specific service conditions assessed rather than working from the general reputation of the grade.
Higher chromium, nickel and molybdenum content, lower production volume, more expensive welding consumables, tighter fabrication control that slows welding, and additional qualification testing such as ferrite counting and G48 corrosion tests. The premium is part material and part fabrication.
The pattern we see most often isn’t people picking the wrong grade outright. It’s people picking a grade before the service conditions are properly defined, then discovering at the fabrication stage that the welding requirements were underestimated.
Settle the chloride level, the operating temperature and the crevice risk first. The grade follows from those. And if the specification says S31803, check whether it should say S32205.
We stock both grades across pipe, tube, bar, plate and sheet, including the combined duplex and super duplex steel pipes range, with mill certification to project requirements.
Contact us with grade, size, schedule, quantity, destination and required certification, including any PREN, ferrite content or G48 testing requirements, and we’ll come back with availability and a quotation.
