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Properties

Mechanical Properties for Stainless Steel Fasteners






Three 'property classes' are assigned to each of the austenitic stainless steel fastener grades. Table 1 shows the 0.2% proof stress, tensile strength and elongation values for each of these property classes.

This latest revision has removed the restrictions on the size of fastener (M24) for which the properties in table 1 can be guaranteed. However, there is a general clause which says that the standard is only applicable up to 39 mm diameter. Above that, the standard can still be used provided all parties agree that the properties can be achieved. The effect of these changes is to increase the maximum diameter on which the class 70 and 80 properties can be specified without discussion from 24 to 39 mm. This reflects the conservative nature of the previous 24 mm limit. Indeed, class 70 and 80 properties are available above 39 mm but this must always be discussed with the supplier. 

Property class 50 represents the steel in the annealed condition.

The most common and readily available supply condition is property class 70, which represents a 'cold drawn' for the bar stock from which the fasteners are made.

Property class 80 is based on severely hard cold drawn bar.

Some fasteners, depending on size and grade, can be supplied in an "unofficial" class A100 condition, i.e. with a minimum tensile strength of 1000 MPa.

All tensile stress values are calculated and reported in terms of the nominal tensile stress area of the thread.


The elongation measurement is determined on the actual bolt or screw length and not on a prepared test piece. It is expressed in millimetres (mm) of extension and not as percentage elongation, i.e. A = (L2 - L1) 
(where L1 = original length and L2 = length after fracture) 
d = nominal diameter of bolt, screw or stud

Table 1 Mechanical properties for austenitic stainless steel bolts, screws and studs
Steel Group Steel Grade     Property Class Tensile Strength Rm1min MPa 0.2% Proof Stress           Rp0.21min MPa Elongation A2 min mm
Austenitic A1, A2, A3, A4, A5 50 500 210 0.6d
70 700 450 0.4d
80 800 600 0.3d

Notes

  1. The tensile stress is calculated on the stress area
  2. To be determined on the actual screw length and not on a prepared test piece.
Table 2 — Mechanical properties for bolts, screws and studs – Martensitic and ferritic steel grades
Steel group Steel 
grade
Property
class
Tensile Strength Rm1min MPa 0.2% Proof Stress Rp0.21min MPa Elongation A2 min mm Hardness
HB HRC HV
Martensitic C1 50 500 250 0.2 d 147/209     155/220
70 700 410 0.2 d 209/314 20/34 220/330
1103 1100 820 0.2 d  - 36/45 350/440
C3 80 800 640 0.2 d 228/323 21/35 240/340
C4 50 500 250 0.2 d 147/209  - 155/220
70 700 410 0.2 d 209/314 20/34 220/330
Ferritic F14 45 450 250 0.2 d 128/209  - 135/220
60 600 410 0.2 d 171/271  - 180/285
  1. The tensile stress is calculated on the stress area
  2. To be determined on the actual screw length and not on a prepared test piece
  3. Hardened and tempered at a minimum tempering temperature of 275 °C
  4. Nominal thread diameter d ≤ 24 mm
   Stainless Steel Tubing, Nickel Alloy Tubing, Brass Alloy Tubing, Copper Nickel Pipe Material Grades


Related References:
1. ISO Tolerances For Fasteners
2. Mechanical Properties for Stainless Steel Fasteners
3. Chemical Composition for Austenitic Stainless Steel Fasteners

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