Related Specifications
Surface Treatments
Certifications
- ISO 9001 - 2015 Certified
- PED 2014/68/EC
- NACE MR0175/ISO 15156-2
- NORSOK M-650
- DFAR
- MERKBLATT AD 2000 W2/W7/W10
Alloy Steel (B7) vs Austenitic Stainless (B8); Side-by-Side Spec Comparison
ASTM A193 Grade B7 and Grade B8 are the two most-specified bolting grades for refinery, pipeline, and pressure-vessel flange joints; but they sit at opposite ends of the strength-corrosion tradeoff. B7 is a heat-treated chromium-molybdenum alloy steel (AISI 4140) delivering 125 ksi tensile in small diameters; B8 is a solution-annealed 304 austenitic stainless steel delivering 75 ksi tensile but with corrosion resistance B7 cannot match. Choosing between them comes down to service environment, code requirements, and whether the joint sees chlorides, hydrogen sulfide, or temperature excursions.
This page is a working procurement comparison drawn from ASTM A193/A193M-19 Table 1 (chemistry) and Table 2 (mechanical). All numbers are quoted as the standard minima per the specification. For Indian flange-bolting specifications referencing IS 1367-3 or the equivalent ASME B16.5 service ratings, both B7 and B8 are accepted as long as the procurement order calls out the correct chemistry and heat-treat condition. The decision hinges on what the bolt has to survive.
B7 is a low-alloy steel with a hardened-and-tempered martensitic-to-bainitic microstructure. Its strength comes from the controlled quench in liquid medium followed by tempering at 1100°F (593°C) minimum per A193 Section 6.1.5. The 0.38-0.48% carbon plus 0.80-1.10% chromium plus 0.15-0.25% molybdenum chemistry is essentially AISI 4140 specified for bolting service. The result is a high-strength steel with limited corrosion resistance . B7 will corrode in atmospheric chloride exposure and is not suited to sour-gas service without coating.
B8, conversely, is solution-annealed AISI 304 stainless. Chemistry runs 18.0-20.0% Cr and 8.0-11.0% Ni with 0.08% maximum carbon. The microstructure is fully austenitic, achieved by heating above 1900°F (1040°C) and rapid-cooling to dissolve carbides. There is no quench-and-temper sequence; the strength is much lower (75 ksi minimum for Class 1, the standard solution-annealed condition) but the corrosion resistance, ductility, and toughness are dramatically higher than B7.
| Property | B7 (alloy steel, AISI 4140) | B8 Class 1 (304 SS, solution-annealed) | B8 Class 2 (304 SS, strain-hardened) |
|---|---|---|---|
| Heat treatment | Quench + temper, 1100°F min | Carbide solution treated, 1900-1950°F | Solution treated + cold-worked |
| Tensile, min (≤2 1/2 in / ≤M64) | 125 ksi (860 MPa) | 75 ksi (515 MPa) | 125 ksi (860 MPa) at ≤3/4 in |
| Tensile, larger diameter | 115 ksi (over 2 1/2 to 4 in); 100 ksi (over 4 to 7 in) | 75 ksi all diameters | 100 ksi (over 1 1/4 to 1 1/2 in) |
| Yield, min (≤2 1/2 in) | 105 ksi (720 MPa) | 30 ksi (205 MPa) | 100 ksi (690 MPa) at ≤3/4 in |
| Elongation in 4D, min | 16% | 30% | 12% at ≤3/4 in |
| Reduction of area, min | 50% | 50% | 35% |
| Hardness, max | 321 HBW / 35 HRC | 223 HBW / 96 HRBC | 321 HBW / 35 HRC |
Numerical source: ASTM A193/A193M Table 2 (US-customary units) and Table 3 (SI units). B8 Class 2 reaches comparable strength to B7 only in small diameters and loses property uniformity through the section thickness above 3/4 inch . Per Table 2 Note B, austenitic steels in the strain-hardened condition may not show uniform properties throughout the section, particularly in sizes over 3/4 in.
This is where the B7-vs-B8 decision usually lands. B7 has no inherent corrosion resistance; it relies on coatings (zinc-plate, PTFE, xylan, or hot-dip galvanizing) when used in any environment beyond clean indoor or low-humidity industrial service. The marking convention reflects this: zinc-coated B7 is marked B7ZN per A193 S14.1.
B8 in the solution-annealed Class 1 condition resists general atmospheric corrosion, mild chloride exposure, dilute acid service, and is the qualified choice under NACE MR0175 / ISO 15156-3 Table A.2 for sour-gas service. The 22 HRC maximum hardness threshold for austenitic stainless steels in H₂S-containing environments is met by solution-annealed B8 (which sits around 96 HRBC) but is NOT met by B8 Class 2 in cold-worked condition, where hardness can climb above 30 HRC. Specifying B8 Class 1 is the standard NACE-compliant procurement path; B8 Class 1 bolts ship with mill-certified hardness for this compliance.
For aggressive chloride environments (seawater, offshore platform topsides, FPSO process piping), even B8 is borderline; the molybdenum-bearing B8M (AISI 316) becomes the preferred grade because the 2-3% Mo content lifts the pitting resistance equivalent number from ~19 (B8) to ~26 (B8M). If the procurement spec calls out NACE compliance and chloride exposure, B8M-Class 1 supersedes both B7 and B8.
Specify B7 when the joint is in clean, dry, indoor, or coated-protected service and the bolting calculation requires the higher strength (high-pressure flange ratings, ASME B16.5 Class 1500/2500, structural steelwork). B7 is also the default for low-temperature service down to -50°F (-46°C) with impact-tested supplementary requirement S6.
Specify B8 Class 1 when corrosion resistance is required, the service temperature is elevated (up to 1000°F per A193 X1), the joint is in sour service (NACE MR0175 compliance), or the procurement specification explicitly calls for austenitic stainless steel. Use B8 Class 2 strain-hardened when both corrosion resistance and B7-class strength are needed in diameters under 3/4 inch, with the understanding that property uniformity is not guaranteed at larger sections.
For mixed-spec applications or compound flange assemblies, study the ASME B18.2.1 hex bolt dimensions and B16.5 flange-bolt dimensions pages for the dimensional envelope that applies to both grades.