This part of ISO 3506 specifies the mechanical properties of bolts, screws and studs made of austenitic, martensitic and ferritic steel grades of corrosion-resistant stainless steels, when tested over an ambient temperature range of 10 °C to 35 °C. Properties vary at higher or lower temperatures. This part of ISO 3506 applies to bolts, screws and studs ⎯ with nominal thread diameter d u 39 mm, ⎯ of triangular ISO metric threads with diameters and pitches in accordance with ISO 68-1, ISO 261 and ISO 262, and ⎯ of any shape. It does not apply to screws with special properties, such as weldability.
Steel group | Steel grade | Chemical Composition,a mass fraction,% |
Footnotes | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
c | Si | Mn | p | s | Cr | Mo | Ni | Cu | |||
Austenitic | A1 | 0.12 | 1 | 65 | 02 | 0,15 to 0,35 | 16 to 19 | 07 | S to 10 | 1,75 to 2,25 | bed |
A2 | 0.10 | 1 | 2 | 0.05 | 003 | 15 to 20 | -e | 8 to 19 | 4 | fg | |
A3 | 0.08 | 1 | 2 | 0.045 | 003 | 17 to 19 | -e | 9 to 12 | 1 | h | |
A4 | 0.08 | 1 | 2 | 0.045 | 003 | 16 to 18,5 | 2 to 3 | 10 to 15 | 4 | gi | |
AS | 0.08 | 1 | 2 | 0.045 | 003 | 16 to 18,5 | 2 to 3 | 10.5 to 14 | 1 | hi | |
Martensitic | C1 | 0,09 to 0.15 | 1 | 1 | 0.05 | 003 | 11.5 to 14 | - | 1 | - | i |
C3 | 0,17to 0.25 | 1 | 1 | 0.04 | 003 | 16 to 18 | - | 1,5 to 2,5 | - | - | |
C4 | 0,08to 0.15 | 1 | 15 | 0.06 | 0,15 to 0,35 | 12 to 14 | 06 | 1 | - | bi | |
Ferritic | F1 | 0.12 | 1 | 1 | 0.04 | 003 | 15 to 18 | _j | 1 | - | kl |
a. Values are maximum, unless otherwise indicated.
b. Sulfur may be replaced by selenium.
c. If the nickel content is below 8 %, the minimum manganese content shall be 5 %.
d. There is no minimum limit to the copper content, provided that the nickel content is greater than 8 %.
e. Molybdenum may be present at the discretion of the manufacturer. However, if for some applications limiting of the molybdenum
content is essential, this shall be stated at the time of ordering by the purchaser.
f.
If the chromium content is below 17 %, the minimum nickel content should be 12 %.
g. For austenitic stainless steels having a maximum carbon content of 0,03 %, nitrogen may be present to a maximum of 0,22 %.
h. This shall contain titanium W 5 × C up to 0,8 % maximum for stabilization and be marked appropriately as specified in this table, or
shall contain niobium (columbium) and/or tantalum W 10 × C up to 1,0 % maximum for stabilization and be marked appropriately as
specified in this table.
i.
At the discretion of the manufacturer, the carbon content may be higher where required in order to obtain the specified mechanical
properties at larger diameters, but shall not exceed 0,12 % for austenitic steels.
j.
Molybdenum may be present at the discretion of the manufacturer.
k. This may contain titanium W 5 × C up to 0,8 % maximum.
l.
This may contain niobium (columbium) and/or tantalum W 10 × C up to 1 % maximum.
Steel group | Steel grade | Property class |
Tensile strength Rm a min. MPa |
Stress at 0,2 °/o permanent strain Rp0,2a min. MPa |
Elongation after fracture Ab min. mm |
---|---|---|---|---|---|
Austenitic | A1,A2, A3,A4, AS |
50 | 500 | 210 | 0,6d |
70 | 700 | 450 | 0,4d | ||
80 | 800 | 600 | 0,3d |
a. The tensile stress is calculated on the stress area (see Annex A).
b. This is determined according to 7.2.4, on the actual screw length and not on a prepared test piece.
Steel group | Steel grade | Property class |
Tensile strength Rma min. MPa |
Stress at 0,2 % permanent strain Rp0,2a min MPa |
Elongation after fracture Ab min. mm |
Hardness | |||
---|---|---|---|---|---|---|---|---|---|
HB | HRC | HV | |||||||
Martensitic | C1 | 50 | 500 | 250 | 0,2d | 147 O 209 | - | 155 to 220 | |
70 | 700 | 410 | 0,2d | 209 to 314 | 20 to 34 | 220 to 330 | |||
110C | 1 100 | 820 | 0,2d | - | 36 to 45 | 350 to 440 | |||
C3 | 80 | 800 | 640 | 0,2d | 228 to 323 | 21 to 35 | 240 to 340 | ||
C4 | 50 | 500 | 250 | 0,2d | 147 to 209 | - | 155 to 220 | ||
70 | 700 | 410 | 0,2d | 209 to 314 | 20 to 34 | 220 to 330 | |||
Ferritic | F1d | 45 | 450 | 250 | 0,2d | 128 to 209 | - | 135 to 220 | |
60 | 600 | 410 | 0,2d | 171 to 271 | - | 180 to 285 |
a. The tensile stress is calculated on the stress area (see Annex A).
b. This is determined according to 7.2.4, on the actual screw length and not on a prepared test piece.
c. Hardened and tempered at a minimum tempering temperature of 275 °C.
d. Nominal thread diameter d u 24 mm.