EN 10296-2 | European standards for welded circular stainless steel tubes
EN 10296-2 | European standards for welded circular stainless steel tubes

EN 10296-2 is the primary technical standard of the European Union that defines the requirements for welded circular cross-section tubes made of stainless steel.

This document regulates the production of tubes used in mechanical engineering, construction, and for creating general-purpose metal structures. It is this standard that serves as a guarantee that the tube will withstand the declared loads and maintain corrosion resistance at the weld seams.


EN 10296-2 Standard: European Norms for Welded Stainless Steel Tubes

This European Standard was approved by the European Committee for Standardization (CEN) on April 4, 2005.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member.

This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.

CEN members are the national standards bodies of the following countries: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.


Ukraine and CEN

Since 2023, Ukraine has officially acquired the status of an affiliate member of CEN (European Committee for Standardization). This decision was a logical step within the framework of fulfilling the Association Agreement with the EU and the course towards "industrial visa-free regime."

What this means for the stainless steel industry:

  • Harmonization without delays: Ukraine gains access to drafts of new standards during their development phase, allowing domestic manufacturers of welded tubes to adapt their facilities to new EN 10296-2 requirements in advance.
  • Elimination of technical barriers: using identical regulations removes the need for additional certification or inspections when exporting tubes to EU countries.
  • Recognition of DSTU EN: Ukrainian standards (DSTU EN 10296-2), which fully correspond to European ones, become a clear and reliable tool for foreign investors and developers working in Ukraine.

The status of an affiliate member of CEN confirms that the Ukrainian system of technical regulation is becoming an integral part of the single European market.

General information about the standard

Parameter Description
Official title Welded circular steel tubes for mechanical and general engineering purposes. Technical delivery conditions. Part 2: Stainless steel.
Ratification date September 2006 (current version of the standard).
Scope of application Production of shower systems, railings, furniture fittings, medical equipment, and interior elements.
Product type Circular cross-section tubes with a weld seam produced by laser or tungsten inert gas (TIG) welding.

Table 1 — Chemical composition (cast analysis) for tubes made of ferritic, austenitic, and austenitic-ferritic corrosion-resistant steels, in % by mass

Steel grade C Si Mn P S Cr Mo Ni Cu N Nb Ti
Steel name Steel number max. max. max. max. max. min. max. min. max. min. max. min. max. min. max. min. max. min. max.
Ferritic steels
X2CrNi12 1.4003 0.030 1.00 1.50 0.040 0.015 10.5 12.5     0.30 1.00       0.030        
X2CrTi12 1.4512 0.030 1.00 1.00 0.040 0.015 10.5 12.5               0.030     6x (C+N) 0.65
X6Cr17 1.4016 0.08 1.00 1.00 0.040 0.015a 16.0 18.0                        
X3CrTi17 1.4510 0.05 1.00 1.00 0.040 0.015a 16.0 18.0                     [4x(C+N)+0.15] 0.80b
X2CrMoTi18-2 1.4521 0.025 1.00 1.00 0.040 0.015 17.0 20.0 1.80 2.50           0.030     4x(C+N)+0.15 0.80b
X6CrMoNb17-1 1.4526 0.08 1.00 1.00 0.040 0.015 16.0 18.0 0.80 1.40           0.040 7x(C+N)+0.10 1.00    
X2CrTiNb18 1.4509 0.030 1.00 1.00 0.040 0.015 17.5 18.5                 3xC+0.30 1.00 0.10 0.60
Austenitic steels
X2CrNiN18-7 1.4318 0.030 1.00 2.00 0.045 0.015 16.5 18.5     6.0 8.0     0.10 0.20        
X2CrNi18-9 1.4307 0.030 1.00 2.00 0.045 0.015a 17.5 19.5     8.0 10.5       0.11        
X2CrNi19-11 1.4306 0.030 1.00 2.00 0.045 0.015a 18.0 20.0     10.0 12.0       0.11        
X2CrNiN18-10 1.4311 0.030 1.00 2.00 0.045 0.015a 17.0 19.5     8.5 11.5     0.12 0.22        
X5CrNi18-10 1.4301 0.07 1.00 2.00 0.045 0.015a 17.0 19.5     8.0 10.5       0.11        
X6CrNiTi18-10 1.4541 0.08 1.00 2.00 0.045 0.015 17.0 19.0     9.0 12.0             5xC 0.70
X6CrNiNb18-10 1.4550 0.08 1.00 2.00 0.045 0.015 17.0 19.0     9.0 12.0         10xC 1.00    
X2CrNiMo17-12-2 1.4404 0.030 1.00 2.00 0.045 0.015a 16.5 18.5 2.00 2.50 10.0 13.0       0.11        
X5CrNiMo17-12-2 1.4401 0.07 1.00 2.00 0.045 0.015a 16.5 18.5 2.00 2.50 10.0 13.0       0.11        
X6CrNiMoTi17-12-2 1.4571 0.08 1.00 2.00 0.045 0.015 16.5 18.5 2.00 2.50 10.5 13.5             5xC 0.70
X2CrNiMo17-12-3 1.4432 0.030 1.00 2.00 0.045 0.015a 16.5 18.5 2.50 3.00 10.5 13.0       0.11        
X2CrNiMoN17-13-3 1.4429 0.030 1.00 2.00 0.045 0.015a 16.5 18.5 2.50 3.00 11.0 14.0     0.12 0.22        
X3CrNiMo17-13-3 1.4436 0.05 1.00 2.00 0.045 0.015a 16.5 18.5 2.50 3.00 10.5 13.0       0.11        
X2CrNiMo18-14-3 1.4435 0.030 1.00 2.00 0.045 0.015a 17.0 19.0 2.50 3.00 12.5 15.0       0.11        
X2CrNiMoN17-13-5 1.4439 0.030 1.00 2.00 0.045 0.015 16.5 18.5 4.0 5.0 12.5 14.5     0.12 0.22        
X1NiCrMoCu25-20-5 1.4539 0.020 0.70 2.00 0.030 0.010 19.0 21.0 4.0 5.0 24.0 26.0 1.20 2.00   0.15        
X1CrNiMoCuN20-18-7 1.4547 0.020 0.70 1.00 0.030 0.010 19.5 20.5 6.0 7.0 17.5 18.5 0.50 1.00 0.18 0.25        
Austenitic-ferritic steels (Duplex)
X2CrNiN23-4c 1.4362 0.030 1.00 2.00 0.035 0.015 22.0 24.0 0.10 0.60 3.5 5.5 0.10 0.60 0.05 0.20        
X2CrNiMoN22-5-3 1.4462 0.030 1.00 2.00 0.035 0.015 21.0 23.0 2.50 3.5 4.5 6.5     0.10 0.22        
X2CrNiMoN25-7-4 1.4410 0.030 1.00 2.00 0.035 0.015 24.0 26.0 3.0 4.5 6.0 8.0     0.24 0.35        

Table 2 — Permissible deviations of the product analysis from the specified limits of the cast analysis given in Table 1

Element Limiting values for cast analysis according to Table 1, % by mass Permissible deviation of the product analysis, % by mass
C ≤ 0.030 + 0.005
> 0.030 ≤ 0.20 ± 0.010
Si ≤ 1.00 + 0.05
> 1.00 ≤ 2.50 ± 0.10
Mn ≤ 2.00 + 0.04
P ≤ 0.045 + 0.005
S ≤ 0.015 + 0.003
> 0.015 ≤ 0.030 ± 0.005
Cr ≥ 10.5 ≤ 15.0 ± 0.15
> 15.0 ≤ 20.0 ± 0.20
> 20.0 ≤ 26.0 ± 0.25
Mo > 0.80 ≤ 1.75 ± 0.05
> 1.75 ≤ 7.0 ± 0.10
Ni ≤ 1.00 ± 0.03
> 1.00 ≤ 10.0 ± 0.10
> 10.0 ≤ 20.0 ± 0.15
> 20.0 ≤ 36.0 ± 0.20
Cu ≤ 1.00 ± 0.07
> 1.00 ≤ 2.00 ± 0.10
N ≤ 0.35 ± 0.01
Nb ≤ 1.00 ± 0.05
Ti ≤ 0.80 ± 0.05

Table 3 — Mechanical properties for tubes made of ferritic, austenitic, or austenitic-ferritic corrosion-resistant steels with thickness ≤ 30 mm

Steel grade Yield strength min (MPa)a Tensile strength min (MPa)a Elongation min (%)
A
Resistance to intergranular corrosione
Steel name Steel number Rp0,2 Rp1,0 Rm lb tb
Ferritic steels
X2CrNi12 1.4003 280 320 450 20 18 No
X2CrTi12 1.4512 210 230 380 25 23 No
X6Cr17 1.4016 240 260 430 20 18 Yesc
X3CrTi17 1.4510 230 240 420 23 21 Yes
X2CrMoTi18-2 1.4521 300 320 420 20 20 Yes
X6CrMoNb17-1 1.4526 280 290 430 25 23 Yes
X2CrTiNb18 1.4509 230 240 430 18 18 Yes
Austenitic steels
X2CrNiN18-7 1.4318 330 370 630 45 45 Yes
X2CrNi18-9 1.4307 190 225 470 40 35 Yes
X2CrNi19-11 1.4306 180 215 460 40 35 Yes
X2CrNiN18-10 1.4311 270 305 550 35 30 Yes
X5CrNi18-10 1.4301 195 230 500 40 35 Yesc
X6CrNiTi18-10 1.4541 200 235 500 35 30 Yes
X6CrNiNb18-10 1.4550 205 240 510 35 30 Yes
X2CrNiMo17-12-2 1.4404 190 225 490 40 30 Yes
X5CrNiMo17-12-2 1.4401 205 240 510 40 30 Yesc
X6CrNiMoTi17-12-2 1.4571 210 245 510 35 30 Yes
X2CrNiMo17-12-3 1.4432 190 225 490 40 30 Yes
X2CrNiMoN17-13-3 1.4429 285 320 580 35 30 Yes
X3CrNiMo17-13-3 1.4436 205 240 510 40 30 Yes
X2CrNiMo18-14-3 1.4435 190 225 490 40 35 Yes
X2CrNiMoN17-13-5 1.4439 285 315 580 35 30 Yes
X1NiCrMoCu25-20-5 1.4539 220 250 520 35 30 Yes
X1CrNiMoCuN20-18-7 1.4547 300 340 650 35 30 Yes
Austenitic-ferritic steels (Duplex)
X2CrNiN23-4d 1.4362 400 - 600 20 - Yes
X2CrNiMoN22-5-3 1.4462 450 - 700 20 - Yes
X2CrNiMoN25-7-4 1.4410 550 - 800 15 - Yes

Table 4 — Mechanical properties of tubes made of austenitic heat-resisting steels in the solution annealed condition (+AT)

Steel grade Yield strength min (MPa)a Tensile strength min (MPa)a Elongation min (%)
A
Steel name Steel number Rp0,2 Rp1,0 Rm lb tb
X15CrNiSi20-12 1.4828 230 270 550 30 30
X9CrNiSiNCe21-11-2 1.4835 310 350 650 40 40
X12CrNi23-13 1.4833 210 250 500 35 35
X8CrNi25-21 1.4845 210 250 500 35 35
X6CrNiSiNCe19-10 1.4818 290 330 600 40 40
X6NiCrSiNCe35-25c 1.4854 300 340 650 40 40

Appearance

Tubes shall be free from external and internal surface defects that can be detected by visual examination.

The internal and external surface finish of the tubes shall be typical of the manufacturing process and, where applicable, the heat treatment used. The finish and surface condition shall allow the identification of any surface imperfections requiring rectification.

The removal of surface imperfections is permitted only by grinding or machining, provided that the wall thickness in the dressed area is not less than the specified minimum wall thickness. All dressed areas shall blend smoothly into the contour of the tube.

Surface imperfections that exceed the minimum wall thickness are considered defects, and tubes containing them shall be deemed non-compliant with this standard.

For tubes with an outside diameter D ≥ 114.3 mm, repair of the weld seam is permitted provided that a compatible filler metal is used. Such weld repairs shall not exceed 20% of the seam length. Repair welding must be performed according to a written Welding Procedure Specification (WPS).

The repaired tube must meet all the requirements of this document.

Integrity

For tubes supplied with specific inspection, the weld seam shall be subjected to non-destructive testing.

Non-destructive testing of the weld seam over the entire length of each tube is performed according to established procedures.

Tubes supplied with specific inspection shall be subjected to a leak test.

The leak test for each tube is conducted according to technical regulations.

Straightness

For tubes with an outside diameter of 33.7 mm or greater, the deviation from straightness over any length L shall not exceed 0.0020 L.

By special requirement, the deviation from straightness may be limited to 0.0015 L.

For tubes of smaller diameter, the requirements and measurement methods are agreed upon at the time of ordering.

End Preparation

Tubes shall be supplied with ends cut nominally square to the axis of the tube and shall be free from excessive burrs.

Dimensions, Masses, and Tolerances

Outside Diameter and Wall Thickness

Dimensions shall comply with EN ISO 1127, and the mass calculation is based on density according to EN 10088-1.

Lengths

The standard delivery length is 6,000 mm.

By agreement, tubes may be supplied in random or exact lengths.

Tolerances on Diameter and Out-of-Roundness

The tolerance on outside diameter (including out-of-roundness) is:

  • For D ≤ 168.3 mm: ± 0.75% or ± 0.3 mm (whichever is greater).
  • For D > 168.3 mm: ± 1.0%.
Tolerances on Wall Thickness (T)

The tolerance on wall thickness is ± 10% or ± 0.2 mm (whichever is greater), unless otherwise agreed.

Tolerances

Special Diameter Tolerances

By special requirement, tubes with a specified outside diameter D ≤ 114.3 mm shall be supplied with a tolerance, including out-of-roundness, of ± 0.5% or ± 0.15 mm (whichever is greater).

Wall Thickness

The tolerance on wall thickness, excluding the weld zone, shall be ± 10% or ± 0.2 mm (whichever is greater).

Weld Seam Height

The external weld bead of tubes manufactured by high-frequency (HF) welding must be completely removed flush with the outside surface of the tube.


Table 5 — Maximum weld seam height (in millimeters)

Weld finish Maximum weld seam height for wall thickness (T)
T ≤ 8 T > 8
Execution A (0.20) T + 0.5 T / 3
Execution B (for D ≤ 114.3 mm) (0.05) T + 0.3
Execution B (for D > 114.3 mm) (0.05) T + 0.5 T / 6
Execution C 0.15

Table 6 — Length tolerances (in millimeters)

Length type Length (L) Tolerance
Standard 6,000 +100 / 0
Random Length range by agreement
Exact ≤ 6,000 +5 / 0
6,000 < L ≤ 12,000 +10 / 0
> 12,000 + / - by agreement

Sectional Properties

Nominal sectional properties shall be calculated in accordance with Annex C.

Inspection and Testing

Types of Inspection and Testing

Compliance with the requirements of the order for tubes manufactured according to this document shall be verified by:

  • Non-specific inspection and testing (according to EN 10021);
  • By special requirement — specific inspection and testing.
Inspection Documents
Document Types

The following inspection documents shall be issued in accordance with EN 10204:

  • For tubes with non-specific inspection — declaration of compliance with the order or, if requested, a test report;
  • For tubes with specific inspection — inspection certificate or, if requested, a certificate.

When requesting a certificate, the purchaser shall inform the manufacturer of the name and address of the organization or person appointed to carry out the inspection, and agree on the party issuing the document.

Content of Inspection Documents

The content of the documents shall comply with EN 10168. Documents shall contain the following codes and information:

For declaration of compliance:

  • A — Commercial transactions and parties involved;
  • B — Description of products to which the document applies;
  • Z — Confirmation of compliance.

For test report:

  • A — Commercial transactions and parties involved;
  • B — Description of products;
  • C02 — Direction of test pieces preparation.

Additionally for specific inspection certificates:

  • C10-C13 — Tensile test;
  • C50-C59 — Bend test;
  • C71-C92 — Chemical composition;
  • D01 — Marking, appearance, and dimensions;
  • D02-D99 — Other non-destructive tests;
  • Z — Validation.

Table 7 — Inspection and Testing Requirements

The testing requirements are given in the table below:

Type of Inspection or Test Non-specific Inspection Specific Inspection
Mandatory Tests
Cast analysis Manufacturer's procedure 1 per cast
Tensile test Manufacturer's procedure 1 per test unit
Flattening testa Manufacturer's procedure 1 per test unit
Dimensional inspection and visual examination According to regulation
Material identification Individual Individual
Additional Tests (by agreement)
Leak tightness test Not applicable Individual
Non-destructive testing of the weld Not applicable Individual

a The choice between the flattening, drift expanding, or bend test is at the manufacturer's discretion.

Sampling

Frequency of Testing

Test Unit:

In the case of specific inspection, the test unit shall consist of tubes of the same specified diameter and wall thickness, the same steel grade, the same cast, and the same manufacturing process route.

Table 8 — Test Unit

Outside Diameter D (mm) Maximum number of tubes per test unit
D ≤ 114.3 400
114.3 < D ≤ 323.9 200
D > 323.9 100

* Calculated based on a maximum tube length of 20 m.

Preparation of Samples and Test Pieces

Number of Samples

One sample tube shall be taken from each selected test unit.

General Preparation Requirements

Samples and test pieces shall be taken from the tube ends in accordance with the requirements of EN ISO 377.

Test Pieces for Tensile Test

Preparation of test pieces is carried out according to EN 10002-1:

  • For D ≤ 219.1 mm: the test piece shall be either a full section of the tube or a longitudinal strip.
  • For D > 219.1 mm: a machined round cross-section test piece from a non-flattened part is used, or a strip in the longitudinal or transverse direction (at the manufacturer's discretion).

Important: In all cases, the test piece shall be taken from a position diametrically opposite to the weld seam.

Test Pieces for Technological Tests
  • Flattening or Drift Expanding: test piece consists of a full tube section (EN ISO 8492 or 8493).
  • Bend: full tube section test piece according to EN ISO 8491.
  • Ring Tensile: full tube section according to EN ISO 8496.
  • Weld Bend: preparation according to EN 910.

Test Methods

Tensile Test

The test is carried out at room temperature according to EN 10002-1 to determine the following indicators:

  • Tensile strength (Rm);
  • Proof strength (Rp0.2) and, where applicable, (Rp1.0);
  • Elongation after fracture (A) on a gauge length of 5.65√S0.
Flattening Test

Carried out according to EN ISO 8492. The weld shall be positioned at 90° to the direction of flattening.

The tube section is flattened until the distance between the platens reaches 67% of the nominal outside diameter. After the test, the specimen shall show no cracks or flaws.

Drift Expanding Test

Carried out according to EN ISO 8493. A conical mandrel with an angle of 30° is used.

Table 9 — Drift Expansion Requirements

Parameters for increasing the outside diameter in the drift expanding test:

Ratio d/D* Increase in outside diameter (%)
≥ 0.8 17
< 0.8 and > 0.6 15
≤ 0.6 9

* Note: The ratio is calculated as d = D - 2T, where D is the specified outside diameter and T is the specified wall thickness.

Bend and Ring Tensile Tests

Bend (Full Section): Carried out according to EN ISO 8491. The bend angle is 180°, and the radius is 6 times the outside diameter of the tube.

Ring Tensile: Carried out according to EN ISO 8496 for tubes with an outside diameter D > 150 mm.

Weld Bend Test

Tests shall be carried out according to EN 910 on tubes with a specified outside diameter D > 150 mm using a mandrel diameter of 6T.

One test shall be a root bend test and the other a face bend test.

After testing, the specimen shall not show any cracks or flaws. However, imperfections less than 3 mm long on the edges of the test piece shall not be considered a cause for rejection.

Leak Tightness Test

General Provisions

ERW and laser-welded tubes shall undergo leak testing accordingly. The choice of method remains at the manufacturer's discretion unless an option is specified as the purchaser's choice.

Submerged arc-welded tubes shall be tested accordingly.

Electromagnetic Test

The test shall be carried out in accordance with EN 10246-2.

Hydrostatic Test

Carried out at a pressure of 70 bar or at pressure P (whichever is lower):

P = (20 × S × T) / D
  • P — pressure (bar); D — diameter (mm); T — wall thickness (mm);
  • S — stress (MPa), corresponding to 70% of the min. yield strength.

Note: Holding time: 5s (D ≤ 457 mm) or 10s (D > 457 mm). This is a leak test, not a strength test.

Dimensional Inspection

Outside diameter is measured with a gauge (for D ≥ 168.3 mm — with a tape). Wall thickness is measured at a distance of no more than 100 mm from the ends.

Inspection and Identification

Visual Examination: Checking for the absence of surface defects.

NDT of the Weld: Under Option 5, performed according to EN 10246 standards (levels U4, E3, or R2).

Identification: Verifying the steel grade for each tube.

Retests

Sorting and reprocessing are carried out in accordance with the requirements of EN 10021.

Marking

General Requirements

Marking shall be durable and include: manufacturer's brand, dimensions, steel grade, cast number, and delivery condition symbol (+AR, etc.).

For specific inspection, the inspector's mark and order identification number are added.

Marking Example:

X - 48.3 x 3.6 - EN 10296-2 - 1.4301 - C - Y - Z

X — manufacturer's name or trademark
C — cast number or code number
Y — inspection representative's mark
Z — identification number (order/item number)

Bundles

For tubes in bundles, the marking may be applied to a securely attached label.

Handling and Packaging

Tubes shall be protected from contact with carbon steel strapping (which shall not touch the surface of the stainless tube).

Additional protection measures for storage and delivery are agreed upon during ordering.


Annex A — Manufacturing Process Route and Surface Condition

Symbol Manufacturing Route Surface Condition
W0 Welded from hot or cold rolled plate, sheet or strip (1D, 2D, 2E, 2B) As-welded
W1 Welded from hot rolled plate, sheet or strip (1D), descaled Metallically clean
W1A Welded from hot rolled plate, sheet or strip (1D), heat treated, descaled Metallically clean
W1R Condition W1 + heat treated in a controlled atmosphere Metallically bright
W2 Welded from cold rolled plate, sheet or strip (2D, 2E, 2B), descaled Metallically clean
W2A Welded from cold rolled plate, sheet or strip (2D, 2E, 2B), heat treated, descaled Substantially smoother than W1 and W1A
W2R Welded from cold rolled plate, sheet or strip (2D, 2E, 2B), bright heat treated Metallically bright
WCA Welded from hot or cold rolled plate or strip, cold formed (min. 20%), heat treated, descaled Metallically clean, weld seam barely visible
WCR Same as WCA, but with bright heat treatment Metallically bright, weld seam barely visible
WG Ground Metallically bright-ground; roughness grade as agreed
WP Polished Metallically bright-polished; roughness grade as agreed

Annex B — Guidelines for Heat and Hot Processing

Table B.1 — Guidelines for ferritic corrosion-resisting steels
Steel grade Heat treatment Hot processing
Name Number Annealing temperature, °C Type of coolinga Temperature, °C Type of cooling
X2CrNi12 1.4003 700 – 750 water, air or gas 1100 – 800 air or gas
X2CrTi12 1.4512 750 – 850 water, air or gas 1100 – 800 air or gas
X6Cr17 1.4016 750 – 850 water, air or gas 1100 – 800 air or gas
X3CrTi17 1.4510 750 – 850 water, air or gas 1100 – 800 air or gas
X2CrMoTi18-2 1.4521 820 – 880 water, air or gas 1100 – 800 air or gas
X6CrMoNb17-1 1.4526 820 – 880 water, air or gas 1100 – 800 air or gas
X2CrTiNb18 1.4509 870 – 930 water, air or gas 1100 – 800 air or gas
a In special cases, furnace cooling is also permitted.
Table B.2 — Guidelines for austenitic and austenitic-ferritic steels
Steel grade Heat treatment (annealing) Hot processing (bending)
Name Number Temperaturea, °C Type of coolingb Temperature, °C Type of cooling
Austenitic steels
X2CrNiN18-7 1.4318 1020 – 1100 water, air or gas 1150 – 850 air or gas
X2CrNi18-9 1.4307 1000 – 1100 water, air or gas 1150 – 850 air or gas
X5CrNi18-10 1.4301 1000 – 1100 water, air or gas 1150 – 750 air or gas
X6CrNiTi18-10 1.4541 1000 – 1100 water, air or gas 1150 – 850 air or gas
X2CrNiMo17-12-2 1.4404 1030 – 1110 water, air or gas 1150 – 850 air or gas
X6CrNiMoTi17-12-2 1.4571 1030 – 1110 water, air or gas 1150 – 850 air or gas
Austenitic-ferritic steels (Duplex)
X2CrNiN23-4 1.4362 950 – 1050 water, air or gas 1150 – 950 air or gas
X2CrNiMoN22-5-3 1.4462 1020 – 1100 water, air or gas 1150 – 950 air or gas
X2CrNiMoN25-7-4 1.4410 1040 – 1120 water, air or gas 1150 – 1000 air or gas
a When heat treatment is part of further processing, efforts should be made to reach the lower values of the temperature range.
b Cooling should be sufficiently fast to avoid carbide precipitation.
Table B.3 — Guidelines for austenitic heat-resisting steels
Steel grade Heat treatment Hot processing
Name Number Temperature, °C Type of coolinga Temperature, °C Type of cooling
X15CrNiSi20-12 1.4828 1050 – 1150 water, air or gas 1150 – 850 air or gas
X12CrNi23-13 1.4833 1050 – 1150 water, air or gas 1150 – 850 air or gas
X8CrNi25-21 1.4845 1050 – 1150 water, air or gas 1150 – 850 air or gas
X6CrNiSiNCe19-10 1.4818 1020 – 1120 water, air or gas 1100 – 850 air or gas
X10NiCrSiNb35-25 1.4854 1100 – 1150 water, air or gas 1150 – 850 air or gas
a Cooling must be sufficiently rapid.

Annex C — Formulas for Calculating Nominal Sectional Properties

Geometric Property Symbol Calculation Formula Units
Specified outside diameter D mm
Specified wall thickness T mm
Calculated inside diameter d d = D - 2T mm
Surface area per unit length As As = πD / 103 m2/m
Cross-sectional area A A = π(D2 - d2) / (4 · 102) cm2
Mass per unit length M M = ρA kg/m
Second moment of area (Moment of inertia) I I = π(D4 - d4) / (64 · 104) cm4
Radius of gyration i i = √(I / A) cm
Elastic section modulus Wel Wel = 2I · 10 / D cm3
Plastic section modulus Wpl Wpl = (D3 - d3) / (6 · 103) cm3
Torsional inertia constant (Polar moment) It It = 2I cm4
Torsional modulus constant Ct Ct = 2Wel cm3