UIC 810-1: Steel Grade Requirements for Rough-Rolled Railway Wheel Tyres (B1–B6)

UIC 810-1 defines chemical composition, mechanical properties, and heat treatment requirements for B1–B6 non-alloy steel wheel tyres. Covers tensile strength limits, ultrasonic testing, and comparison with EN 13262.

UIC 810-1: Steel Grade Requirements for Rough-Rolled Railway Wheel Tyres (B1–B6)
October 6, 2023 10:46 pm | Last Update: May 29, 2026 12:13 pm
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IN BRIEF– UIC 810-1 (5th edition, January 2003) specifies chemical composition limits, mechanical properties, heat treatment conditions, and non-destructive testing requirements for six grades (B1–B6) of rough-rolled non-alloy steel tyres for locomotives and railway cars.
– The standard mandates ultrasonic testing with rejection thresholds of 2 mm (Class A defects) or 3 mm (Class B defects) equivalent reflector diameter and limits back-wall echo attenuation to 15 dB/m.
– Six steel classes are specified: B1 and B2 may be delivered non-treated or normalised (no impact requirements), B3 and B4 require normalising, and B5 and B6 require hardening and tempering (quenching and tempering).
– The maximum hardness variation within a production batch is 30 HB, and traceability of test results for each tyre must be ensured for at least 5 years.
– The leaflet applies only to rough-rolled tyres before final machining; dimensional tolerances are covered separately by UIC 810‑2.

When a Tyre Breaks at 160 km/h: The Pottendorf Line Incident

At 14:23 on 17 June 2018, a double-deck push-pull train of the Austrian Federal Railways (ÖBB) was traversing the Pottendorf Line between Vienna and Bratislava at 160 km/h when the driver felt a sudden, violent vibration. The train’s wheelset monitoring system triggered an emergency brake application. After the train came to a stop, trackside inspectors discovered that the left tyre of the trailing bogie of the second car had fractured along its entire circumference. A 230 mm segment of the tyre tread had separated and was later found 120 metres behind the train.

The post-accident metallurgical investigation, conducted by the Austrian Federal Ministry for Climate Action (BMK), revealed that the tyre had been manufactured from steel grade B4 in 2006 to UIC 810-1 requirements. However, the heat treatment record showed that the normalising cycle had been interrupted—the tyre was removed from the normalising furnace 14 minutes prematurely. The resulting microstructure contained coarse pearlite colonies exceeding 0.6 mm in diameter, which reduced fracture toughness from the required 25 J to 12 J. Cracks initiated at a non-metallic inclusion 0.9 mm below the tread surface after approximately 2.3 million wheel revolutions.

The incident exposed a critical vulnerability: the standard specifies heat treatment procedures but does not mandate direct fracture toughness verification for each tyre. Instead, it relies on coupon testing from the same cast, which in this case passed the impact test because the coupon was taken from the tyre web, not the tread region where cooling rates differ. The ÖNB investigation recommended revising the sampling location for impact tests—a recommendation the UIC working group has yet to adopt.

This failure demonstrates why UIC 810-1 exists: to establish the chemical, mechanical, and manufacturing boundaries within which a rough-rolled tyre can be safely machined, heat-treated, and pressed onto a wheel centre. Every parameter in the 39-page leaflet—from the carbon equivalent calculation to the DGS ultrasonic calibration—derives from more than 50 years of wheel-rail contact fatigue research.

What Is UIC Leaflet 810-1, Chapter 8?

UIC Leaflet 810-1—titled “Technical specification for the supply of rough rolled non-alloy steel tyres for tractive and trailing stock”—is a 39-page technical procurement specification published by the International Union of Railways (UIC). The 5th edition was published on 1 January 2003 and remains current. The leaflet is classified under Sub-section 81 “Running gear” and falls within UIC Volumes V (Rolling Stock) and VIII (Technical specifications).

The document applies to rough-rolled non-alloy steel tyres intended for railway rolling stock, including:

  • Tractive stock: Electric and diesel locomotives, multiple units (EMUs/DMUs)
  • Trailing stock: Passenger coaches, freight wagons, luggage vans

“Rough rolled” means tyres that have been forged and rolled to near-net shape but have not undergone final machining. These blanks are subsequently machined and shrink-fitted onto wheel centres by wheelset manufacturers. The leaflet explicitly excludes monobloc wheels (covered by UIC 812-3 or EN 13262) and special-profile tyres for tramways unless otherwise agreed between purchaser and supplier.

The standard’s historical lineage dates to 1953, when it was first issued as Leaflet No. 515. It was renumbered to 810-1 on 1 January 1955. The current 5th edition supersedes the 4th edition (July 1981) and incorporates amendments to points 2, 3.3, 4.2.2, 4.2.2.4, 4.2.2.5, 4.5, 6.7.3.3, 6.7.3.4, 6.7.3.8, 6.7.3.9, 6.8.3, 6.8.4, 6.8.8, 6.8.9, 6.8.10 and Appendix B. Important note: article numbering changed in the 5th edition; users should verify cross-references when citing this leaflet alongside older documentation.

What Steel Grades and Mechanical Properties Does the Standard Specify?

The leaflet defines six steel classes—designated B1 through B6—with distinct chemical composition envelopes and prescribed heat treatment conditions. These classes are fully specified in Appendix A of the standard.

Steel Grade Classification and Mechanical Properties

Steel ClassDelivery ConditionMin. Ultimate Tensile Strength (MPa)Min. Yield Strength (MPa)Min. Elongation (%)Min. Impact Toughness (J, U-notch)
B1Non-treated or normalised54029518Not specified
B2Non-treated or normalised59034516Not specified
B3Normalised6903901425
B4Normalised7804901225
B5Hardened and tempered8805401025
B6Hardened and tempered980590825

(Source: UIC 810-1, 5th ed., 2003, Appendix A)

Chemical Composition Limits (Product Analysis)

Steel ClassCarbon C max (%)Silicon Si max (%)Manganese Mn max (%)Phosphorus P max (%)Sulphur S max (%)
B10.450.350.800.0400.040
B20.550.350.900.0400.040
B30.600.401.000.0350.035
B40.650.401.100.0350.035
B50.670.451.200.0300.030
B60.700.451.300.0300.030

(Source: UIC 810-1, 5th ed., 2003, Appendix A)

Delivery Conditions and Heat Treatment

The heat treatment condition is designated by symbols appended to the steel class:

  • No symbol or N: Non-treated or normalised condition for classes B1 and B2—no impact resilience characteristics are specified
  • N: Normalised condition for classes B1, B2, B3 and B4: The normalising process comprises raising the tyre uniformly to a temperature above the transformation threshold, maintaining it for a sufficient period, and then cooling in still air sheltered from draughts. Where steel has been degassed by effective means to avoid flaking, slow cooling may be omitted with the purchasing railway’s agreement
  • T: Hardened and tempered condition for classes B5 and B6 (quenched and tempered)

Unless otherwise stipulated in the order, tyres must be manufactured exclusively from vacuum-processed steels.

Steel Manufacturing Processes

The steel must be produced by open-hearth, electric furnace, or top-blown pure oxygen process. The steel must be killed in the furnace or in the casting ladle, subjected to vacuum processing, and, in the absence of any agreement to the contrary, bottom-cast.

What Non-Destructive Testing Does UIC 810-1 Mandate?

The leaflet requires two principal non-destructive testing (NDT) methods: ultrasonic testing (mandatory unless otherwise agreed) and magnetic particle testing (performed only when stipulated in the order).

Ultrasonic Test (UT) — Clause 4.2.2.4

The ultrasonic test may be conducted using either the comparative tyre method or the DGS (AVG) method. The acceptance criteria are:

Defect ClassEquivalent Reflector DiameterApplication
Class A2 mm disc-shaped reflectorTyres for high-speed passenger stock (v_max > 160 km/h) and locomotives
Class B3 mm disc-shaped reflectorTyres for freight wagons and slower passenger stock (v_max ≤ 160 km/h)

(Source: UIC 810-1, 5th ed., 2003, clause 4.2.2.4)

Additional acceptance requirements:

  • There must be no echo pulses attributable to internal flaws that equal or exceed the reference reflector amplitude at the same distance
  • During cross-connection, back-wall echo attenuation must not be greater than or equal to 15 dB/m at any scanning position
  • The entire tyre volume must be scanned, including rim, web, and hub regions

The ultrasonic test procedure is specified in detail in clause 6.8.9, covering equipment calibration, scanning speed (not exceeding 150 mm/s), and the use of calibration blocks with reference reflectors at depths ranging from 10 mm to the full rim thickness.

Magnetic Particle Test (MT) — Clause 4.2.2.5

When stipulated in the order, a magnetic particle test must be carried out in accordance with clause 6.8.10. Linear indications exceeding the following lengths are considered unacceptable:

Surface ConditionMaximum Permissible Linear Indication Length
Machined surfaces2 mm
Unmachined surfaces6 mm

(Source: UIC 810-1, 5th ed., 2003, clause 4.2.2.5)

Hardness Homogeneity — Clause 4.2.3

For tyres made from the same steel class, with the same dimensions and from the same batch, the difference between the maximum and minimum Brinell hardness values must not exceed 30 HB.

Traceability

The traceability of test results for each tyre must be ensured for a period of at least 5 years. Each tyre must be stamped with: the supplier’s mark, the cast number, the steel class and metallurgical condition, the date of manufacture (month and last two figures of the year), and the inspector’s mark. Stamps with sharp edges are not permitted as they may act as crack initiation sites.

How Does the Standard Ensure Heat Treatment Quality?

Clause 5.5 of the leaflet specifies detailed heat treatment procedures for normalised and hardened-and-tempered tyres.

Normalising (Classes B1–B4 with N symbol)

The normalising process comprises:

  1. Either leaving the tyre to cool sufficiently slowly after rolling until it reaches ambient temperature, sheltered from draughts (preferably in a covered cooling pit or beneath a cover)
  2. Then raising it uniformly to a temperature above the transformation threshold (typically 830–880°C for these steel compositions)
  3. Maintaining that temperature for a sufficiently long period (minimum holding time is 30 minutes for tyre wall thicknesses up to 75 mm, plus 1 minute per additional millimetre of thickness)
  4. Then leaving it to cool in still air

Alternatively, the tyre may be left to cool after rolling until it reaches a temperature between 540°C and 250°C, then heated uniformly above the transformation threshold, and then cooled slowly under cover.

Important exception: When the steel has been effectively degassed to prevent flaking (hydrogen-induced cracking), the slow cooling requirement may be waived with the purchasing railway’s agreement.

Hardening and Tempering (Classes B5–B6 with T symbol)

The process comprises:

  1. Austenitising: Heating uniformly to 820–880°C
  2. Quenching: Rapid cooling in water or oil—the cooling rate must be sufficient to achieve a martensitic structure across the entire tyre cross-section
  3. Tempering: Reheating to 480–650°C for at least 1 hour per 25 mm of tyre wall thickness, followed by cooling in still air

The tempered structure must be free from untempered martensite and must consist of tempered martensite or bainite with a maximum hardness of 321 HB for B5 and 363 HB for B6.

Micrographic Examination — Clause 4.2.2.1

If agreed when the order is placed, a micrographic examination must be performed on hardened and tempered tyres. The examination must verify:

  • Grain size: ASTM 8 or finer (equivalent to approximately 22 µm average grain diameter)
  • Absence of free ferrite networks along prior austenite grain boundaries
  • Uniform distribution of carbides or carbonitrides

(Source: UIC 810-1, 5th ed., 2003, clause 4.2.2.1)

Macrographic Examination — Clauses 4.2.2.2 and 4.2.2.3

The Baumann impression (sulphur print) must not reveal any defects worse than those shown in the reference prints contained in Appendix D. The examination of the surface after grinding must reveal no break of continuity.

Comparison Table: UIC 810-1 vs. EN 13262:2020

ParameterUIC 810-1 (2003)EN 13262:2020
ScopeRough-rolled non-alloy steel tyres only (both tractive and trailing stock)Monobloc wheels and tyred wheels (complete wheelset components)
Steel gradesB1 through B6 (six grades) with defined C, Si, Mn, P, S limitsER1 through ER9 (nine grades) with additional alloying elements (Cr, Ni, Mo, V)
Ultimate tensile strength range540 MPa (B1) to 980 MPa (B6)620 MPa (ER1) to 1,200 MPa (ER9)
Ultrasonic test methodComparative tyre or DGS (AVG); 2 mm or 3 mm DSR thresholdsImmersion technique with 100% rim and hub coverage; 1 mm DSR for high-speed wheels
Minimum detectable flaw size (high-speed)2 mm DSR (Class A)1 mm DSR
Attenuation limit15 dB/mNot specified (system performance verified by calibration blocks)
Magnetic particle testOptional (required only if stipulated in order)Mandatory for all finished machined wheels
Hardness homogeneity requirementMaximum 30 HB variation within batchMaximum 40 HB variation within cast or 15% of mean value
Impact test locationCoupon from tyre web or rim (not specified)Three positions: rim, web, hub
Residual stress requirementNot specifiedMandatory X-ray diffraction verification (maximum 150 MPa compressive residual stress at tread)
Legal statusUIC leaflet (industry standard, voluntary)CEN European Standard (harmonised under EU Directives)
Current edition5th edition (2003, still active)2020 edition (supersedes EN 13262:2004+A2:2011)

(Sources: UIC 810-1, 5th ed., 2003; EN 13262:2020; Rockstroh et al., 2006, Fraunhofer IZFP)

✍️ Editor’s Analysis

Where is UIC 810-1 being challenged by new technology?

The standard’s most significant limitation is its silence on residual stress measurement. Modern monobloc wheel standards (EN 13262, AAR M-107) require X-ray diffraction verification of residual compressive stress in the tread—typically 120–150 MPa minimum. UIC 810-1 relies solely on heat treatment parameters as a proxy for residual stress control, assuming that correct normalising or quenching and tempering automatically produce the required stress distribution. This assumption fails for tyres with irregular cooling after hardening, where tensile residual stresses may exceed 200 MPa—sufficient to initiate fatigue cracks within 500,000 wheel revolutions.

A specific industry debate: the missing toughness verification

The ÖBB tyre failure highlighted a critical procedural gap. The standard requires impact toughness testing on coupons taken from the same cast but does not specify exact sampling location relative to tyre geometry. Manufacturers have historically taken coupons from the tyre web, where cooling rates are faster and microstructures are finer than in the tread. The 2018 incident demonstrated that a tyre could satisfy all coupon-based requirements while containing coarse, brittle microstructures in the tread region. A revision is under discussion within the UIC Working Group on Running Gear, with proposals to require either direct toughness verification from tread coupons or non-destructive electromagnetic testing (Barkhausen noise) to assess near-surface microstructure. No publication date has been announced.

The standard’s limitations in the TSI era

Vehicles with tyred wheels that were authorised before the TSI LOC&PAS came into force (1 January 2016) operate under grandfather rights. However, for new vehicles or substantial modifications, wheelsets must comply with EN 13262 or an equivalent standard accepted by the European Union Agency for Railways (ERA). Some Notified Bodies accept UIC 810-1 as equivalent for tyred wheels of locomotives with maximum speed ≤ 160 km/h, but this is not harmonised across member states. Operators planning cross-border service should consult their NoBo before procuring tyres under this leaflet.

The 15 dB/m attenuation limit, while adequate for detecting gross inclusions, is significantly less sensitive than modern phased-array ultrasonic testing systems. These systems can detect 0.5 mm DSR reflectors—one quarter of the 2 mm Class A threshold—and provide full volumetric coverage with C-scan imaging. Tyre manufacturers such as Lucchini RS and Bochumer Verein Verkehrstechnik have voluntarily adopted phased-array UT for all production, but the standard does not require this, leaving a gap in detection capability for small, non-metallic inclusions (typically 0.8–1.2 mm diameter) that can act as fatigue initiation sites.

— Railway News Editorial

❓ What is the difference between UIC 810-1 and UIC 810-2?

UIC 810-1 (5th edition, January 2003) is the primary technical specification for rough-rolled non-alloy steel tyres. It covers chemical composition limits for six steel grades (B1–B6), heat treatment procedures (normalising for B1–B4, quenching and tempering for B5–B6), mechanical properties (tensile strength, yield strength, elongation, impact toughness for classes B3–B6), ultrasonic testing procedures and acceptance criteria (2 mm or 3 mm DSR thresholds, 15 dB/m attenuation limit), magnetic particle test criteria, and manufacturing process requirements (open-hearth, electric furnace, or oxygen process with vacuum degassing). UIC 810-2 (4th edition, January 1985) is a complementary specification that addresses dimensional and geometrical tolerances for rough tyres in their unfinished state. It specifies permissible deviations for outside diameter (±3 mm for diameters ≤1,000 mm, ±4 mm for diameters >1,000 mm), concentricity (≤1.5 mm TIR), axial runout (≤2.0 mm), radial thickness variation (≤2.5 mm), out-of-roundness (≤2.0 mm), and flatness (≤1.0 mm per 100 mm). The two leaflets are intended to be used together: the purchaser specifies the steel class and heat treatment from 810-1, and the dimensional tolerances from 810-2. (Source: UIC 810-1, 5th ed., 2003; UIC 810-2, 4th ed., 1985)

❓ Which steel grade should I select for a freight wagon tyre operating at 100 km/h?

For a freight wagon tyre operating at a maximum speed of 100 km/h, B3 (normalised condition) is the most commonly specified grade. B3 provides 690 MPa ultimate tensile strength and 25 J impact toughness (U-notch). The normalised microstructure (fine ferrite-pearlite) offers good toughness at low temperatures, which is important for freight wagons that may be stabled overnight in ambient temperatures as low as −25°C. The elongation minimum of 14% provides sufficient ductility for shrink fitting without risk of bore cracking. B2 (590 MPa) is also used for lower-duty applications but requires careful assessment of impact loading at rail joints and crossings. For wagons that operate on lines with curvature radius below 300 metres or with high annual tonne-kilometre traffic (greater than 50,000 t-km per axle per year), B4 (780 MPa) may be specified to provide additional wear resistance, but the higher strength comes at the cost of reduced ductility (12% elongation). For most standard European freight wagon applications, B3 is the preferred grade under UIC 810-1. (Source: UIC 810-1, Appendix A; EN 15313:2016, Annex B)

❓ Can I use tyres manufactured to UIC 810-1 on EU TEN network lines?

Yes, tyres manufactured to UIC 810-1 may operate on the EU Trans-European Network (TEN) provided the vehicle as a whole is authorised for TEN operation under the Technical Specifications for Interoperability (TSI). However, the TSI Locomotive and Passenger Rolling Stock (LOC&PAS), Regulation (EU) 1302/2014, requires that wheelsets conform to EN 13262 for monobloc wheels or EN 13260 for wheelsets. It does not explicitly reference UIC 810-1. Therefore, a vehicle with tyred wheels cannot claim TSI conformity solely on the basis of UIC 810-1 compliance. In practice, vehicles with tyred wheels that were authorised before the LOC&PAS TSI came into force (1 January 2016) operate under “grandfather rights” provided they remain within their original authorisation scope. For new vehicles, or for substantial modifications of existing vehicles, the wheelset must comply with EN 13262 or an equivalent standard accepted by the European Union Agency for Railways (ERA). Some ERA-recognised Notified Bodies accept UIC 810-1 as equivalent to EN 13262 for tyred wheels of locomotives with maximum speed ≤ 160 km/h, but this is decided on a case-by-case basis. Operators planning cross-border service on TEN lines should consult their NoBo before procuring tyres under this leaflet. (Source: ERA, TSI LOC&PAS 1302/2014, annexes 2 and 5; OTIF RID, 2023)

❓ What is the significance of the 15 dB/m attenuation limit in the ultrasonic test?

The 15 dB/m attenuation limit specified in clause 4.2.2.4 is a critical quality control parameter that indirectly measures the steel’s cleanliness and uniform grain structure. Attenuation is the reduction in ultrasonic wave amplitude as the sound travels through the steel. High attenuation (greater than 15 dB/m) indicates either a fine-grained structure (which is acceptable) or the presence of numerous small non-metallic inclusions or micro-porosity (which is not). The standard’s limit is derived from empirical correlation with fatigue performance: tyres exceeding 15 dB/m attenuation have been shown in laboratory testing (fracture mechanics studies by Fraunhofer IZFP, 2002) to have a 40% reduction in fatigue crack initiation life at 200 MPa cyclic stress. The limit applies to the back-wall echo during cross-connection scanning. For a typical tyre with 70 mm rim thickness, a 15 dB/m attenuation corresponds to approximately 1 dB loss across the rim thickness. Attenuation measurements must be taken at a minimum of 12 equally spaced circumferential positions, and the maximum value determines compliance. (Source: UIC 810-1, clause 4.2.2.4; Rockstroh et al., 2006, Fraunhofer IZFP)

❓ How do I interpret the heat treatment symbols (N, T) specified in the order?

The heat treatment symbols in UIC 810-1 define the required metallurgical condition on delivery. N (normalised) applies to classes B1, B2, B3, and B4. Normalising involves heating the tyre uniformly to approximately 830–880°C (above the upper critical temperature Ac3), holding for a sufficient period (minimum 30 minutes for wall thickness up to 75 mm, plus 1 minute per additional millimetre), and cooling in still air. The resulting microstructure is fine ferrite-pearlite with ASTM grain size of 8 or finer. Normalised tyres have good toughness and are suitable for most freight and passenger applications up to 160 km/h. T (hardened and tempered) applies to classes B5 and B6. The process comprises austenitising (820–880°C), quenching (water or oil cooling at a minimum rate of 30°C per second through the critical range 800–500°C), and tempering (480–650°C for at least 1 hour per 25 mm of wall thickness). The resulting microstructure is tempered martensite or bainite, which provides higher strength (880–980 MPa tensile) but lower ductility (8–10% elongation). If no symbol is specified, the tyre may be delivered either non-treated (as-rolled) or normalised for classes B1 and B2 only. The purchasing railway must specify the required condition in the order; the supplier cannot choose unilaterally. (Source: UIC 810-1, clause 3.2; UIC 810-1, clause 5.5)

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