Introduction
GB/T 3098.8 specifies the mechanical properties, materials, testing, identification marks, and markings for fasteners used in bolted connections operating within the temperature range of -200℃ to +700℃. This standard applies to bolts, screws, studs, and nuts made from austenitic stainless steels, steels, and nickel alloys, ensuring reliability in extreme temperature environments such as cryogenic applications and high-temperature industrial settings.
The standard emphasizes compliance with related documents like GB/T 3098.6, GB/T 3098.15, and DIN EN 10269 for material performance and heat treatment conditions. It provides guidelines for mechanical performance grades, inspection methods, and compatible material pairings to achieve full load-bearing capacity in fastener assemblies.
Propriétés mécaniques
For austenitic steel fasteners capable of operating at minimum temperatures down to -200℃, Table 1 outlines the steel groups and performance grades. The material properties must conform to GB/T 3098.6 and GB/T 3098.15.
| Minimum Continuous Operating Temperature (Approximate) | Steel Groupun | Performance Grade – Bolts | Performance Grade – Nuts |
|---|---|---|---|
| -60℃b | A2L | 50 | 50 |
| A2 | |||
| A3 | 70 | ||
| -200℃c | A4L | 70 | |
| A4 | 80 | ||
| A5 |
Note: Temperatures above these limits have no impact on usage. Below these, performance tests are required based on conditions.
un Copper content ≤1% (per GB/T 3098.6 and GB/T 3098.15).
b For headed bolts.
c For studs.
For steel and nickel alloy fasteners suitable for high temperatures up to +700℃, Table 2 details the applicable operating temperatures per DIN EN 10269. Material properties must align with DIN EN 10269 Table 4 for heat treatment states. Reference data for 0.2% proof stress at elevated temperatures, creep rupture strength, and relaxation properties are provided in DIN EN 10269 Tables 5, C.1, and D.1.
| min | Short-termun max | Long-termb max | Abbreviation | Nombre | Grade | Condition | Bolt and/or Nut Hardness / HV | |
|---|---|---|---|---|---|---|---|---|
| min | max | |||||||
| -120℃ | / | / | KB | 1.568 | X12Ni5 | +NT | 157 | 203 |
| +QT | 173 | 235 | ||||||
| / | 400℃ | 500℃ | Yd | 1.1181 | C35E | +N | 150 | 200 |
| / | 400℃ | 500℃ | YK | 1.1181 | C35E | +QT | 165 | 210 |
| / | 400℃ | / | YB | 1.5511 | 35B2g | +QT | 165 | 210 |
| -60℃ | 500℃ | 550℃ | KG | 1.7218 | 25CrMo4 | +QT | 195 | 240 |
| -100℃ | 500℃ | / | GC | 1.7225 | 42CrMo4 | +QT | 275 | 337 |
| / | 500℃ | 550℃ | GA | 1.7709 | 21CrMoV5-7 | +QT | 225 | 272 |
| / | 600℃ | 550℃ | GB | 1.7711 | 40CrMoV46 | +QT | 272 | 320 |
| / | 550℃ | 600℃ | Ve | 1.4923 | X22CrMoV12-1 | +QT1et | 256 | 303 |
| / | 550℃ | 600℃ | VHf | 1.4923 | X22CrMoV12-1 | +QT2f | 287 | 367 |
| / | 600℃ | 600℃ | VW | 1.4913 | X19CrMoNbVN11-1 | +QT | 287 | 367 |
| / | 650℃ | 670℃ | S | 1.4986 | X7CrNiMoBNb16-16 | +WW+P | 210 | 272 |
| -196℃ | 650℃ | 650℃ | SD | 1.498 | X6NiCrTiMoVB25-15-2 | +AT+P | 287 | 367 |
| -196℃ | 650℃ | 800℃ | SB | 2.4952 | NiCr20TiAl | +AT+P | 320 | 417 |
Note:
un Upper temperature limit for yield and tensile strength.
b Upper temperature limit for creep and rupture strength.
Conditions per DIN EN 10269 Table 4: +N (normalized); +NT (normalized and tempered); +QT (quenched and tempered); +WW (warm worked); +AT (solution annealed); +P (precipitation hardened).
d For nuts only.
et Abbreviation V per DIN EN 10269, material X22CrMoV12-1, 0.2% proof stress Rp0.2 ≥ 600 N/mm² (+QT1).
f Abbreviation VH per DIN EN 10269, material X22CrMoV12-1, 0.2% proof stress Rp0.2 ≥ 600 N/mm² (+QT2).
g See also VdTÜV material sheet WB 490.
Load-Bearing Capacity of Bolted Connections
Exigences générales
A bolt-nut assembly is considered to have full load-bearing capacity if it meets the following:
– Both bolt and nut are full load-bearing, with nut height not less than Type 1 for coarse threads or Type 2 for fine threads.
– Appropriate thread tolerances, e.g., 6H/6g.
– Nut material tensile strength at least 70% of bolt material tensile strength.
– Rational material matching as per Table 3.
Note: If load-bearing sleeves are used, prefer the same material as the bolt.
Rational Matching of Bolt and Nut Materials
| Bolts | Nuts Proof Stressun Sp / (N/mm²) | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Austenitic Stainless Steel Performance Grades | Steel and Nickel Alloys | Coarse Thread Type 1 | Fine Thread Type 2 | ||||||||||||||||
| Nuts | Catégorie | 50 | 70 | KB | YK | YB | KG | GA | GB | GC | V | VH | VW | S | SD | SB | Coarse | Fine | |
| Austenitic Stainless Steel Performance Grades | 50 | ○ | – | – | – | – | – | – | – | – | – | – | – | – | – | – | 629b | 725b | |
| 70 | ○ | ○ | – | – | – | – | – | – | – | – | – | – | – | – | – | 800b | 875b | ||
| 80 | ● | ● | – | – | – | – | – | – | – | – | – | – | – | – | – | 886b | 950b | ||
| Bolts | Tensile Strength Rm / (N/mm²) | max | – | – | 710 | 650 | 650 | 750 | 850 | 1000 | 1060 | 950 | 1050 | 1050 | 850 | 1150 | 1300 | ||
| min | 500 | 700 | 530 | 500 | 500 | 600 | 700 | 850 | 860 | 800 | 900 | 900 | 650 | 900 | 1000 | ||||
Note: ● Preferred match; ○ Allowed match; – Not recommended.
un Proof stress considers test mandrel hardness higher than matching bolt, but greater than minimum tensile strength of highest grade bolt.
b Elevated proof stress for identification of full load-bearing nuts per GB/T 3098.15.
Minimum Tensile Loads for Coarse Thread Bolts (Table 4a)
| Taille du fil d | Zone de stress As,nom / mm² | Austenitic Stainless Steel Grades | Steel and Nickel Alloys | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 50 | 70 | KB | YK/YB | KG | GA | GB | GC | V | VH/VW | S | SD | SB | ||
| M3 | 5.03 | 2.52 | 3.52 | 2.67 | 2.52 | 3.02 | 3.52 | 4.28 | 4.33 | 4.02 | 4.53 | 3.27 | 4.53 | 5.03 |
Full Load-Bearing Bolts
Bolts are full load-bearing if they achieve minimum tensile loads per Tables 4a or 5a, with fracture occurring in the free threaded length or unthreaded shank per GB/T 3098.1 or GB/T 3098.6.
Foire aux questions (FAQ)
- What materials are recommended for fasteners at -200℃?
- Austenitic steels such as A4L, A4, and A5 with performance grades 70 or 80, as per Table 1, ensuring compliance with GB/T 3098.6 and GB/T 3098.15 for cryogenic conditions.
- How do I select matching bolt and nut materials for high-temperature applications?
- Refer to Table 3 for rational pairings. Preferred matches (●) ensure optimal performance; ensure nut tensile strength is at least 70% of the bolt’s and appropriate thread tolerances like 6H/6g.
- What tests are required for fasteners below the specified minimum temperatures?
- Performance tests based on specific usage conditions, including impact and tensile testing, to verify integrity beyond the standard’s limits.
- Are there specific heat treatment requirements for nickel alloy fasteners?
- Yes, conditions like +AT+P for grades such as SB and SD per DIN EN 10269 Table 4, with hardness ranges specified in Table 2.
- How is full load-bearing capacity verified in assemblies?
- Through tensile testing achieving minimum loads in Tables 4a/5a for bolts and proof loads in 4b/5b for nuts, with fracture location checks per relevant GB/T standards.
- What is the significance of elevated proof stress for austenitic nuts?
- It allows identification of full load-bearing nuts, especially for small-batch production, compensating for material inhomogeneities from cold working.