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Material designation
Material designation

Classification and identification of materials

Material designation

Classification and identification of materials

Material designation

Understanding the material designation and steel designation

Material designation is a systematic and standardized method of identifying the specific properties of a material. This is particularly important in the metals industry, where there are a variety of materials that can differ greatly in composition and properties.

A material designation for steel, for example, provides information about the chemical composition, mechanical properties and often also the heat treatment of the steel. Here is a brief overview of how a material designation is structured:

  1. Material number: The material number is a four- to six-digit number that is standardized in DIN EN 10027-2. It is unique and enables uniform identification of the material worldwide.
  2. Material group: The first digits of the material number provide information about the material group. For example, the digits 1.4 stand for stainless steels.
  3. Chemical composition: The following digits provide information about the chemical composition of the steel. For example, they can indicate the carbon content or the presence of certain alloying elements.
  4. Condition symbols: Any attached letters can provide information about the heat treatment (e.g. "H" for hardened) or the mechanical properties (e.g. "Q" for quenched and tempered) of the steel.

An example of such a designation is "1.4301". Here the "1" stands for iron-based alloys, the ".4" for stainless steels and the "301" for the specific chemical composition of this steel, in this case a specific type of stainless steel (also known as "stainless steel").

It is important to understand that the material designation only gives an overview of the basic properties of the steel. For more detailed information, such as exact values for tensile strength, elongation or hardness, you should refer to the manufacturer's material data sheet.

Knowing the material designation is an essential tool for engineers, technicians and anyone involved in the selection and processing of steel and other metals. It enables accurate identification of the material and helps to make the best choice for a particular application.

Aufbau der Werkstoffnummer

Material and steel designation

A unique designation has been defined for a large number of the materials known today (especially also for ferrous and non-ferrous materials) (cf. DIN EN 10027-2).

Main material groups
Number Designation
0 Pig iron, ferroalloys, cast iron
1 Steel, cast steel
2 Heavy metals
3 Light metals
4-8 Non-metallic materials
9 Free
Sort number
Digit Designation
2 and 3 Sort class (e.g. chemically resistant steels)
4 and 5 Count number
Steelmaking process
Digit 6 Steelmaking process
0 indefinite, without meaning
1 unquenched Thomas steel
2 quenched Thomas steel
3 other type of melting - unquenched
4 other type of melting - quenched
5 unquenched siemens martin steel
6 quenched siemens martin steel
7 unquenched oxygen inflation steel
8 quenched oxygen inflation steel
9 Electric steel
Treatment condition
Digit 7 Treatment condition
0 None or any treatment
1 normalized annealed
2 soft annealed
3 heat treated for good machinability
4 tough tempered
5 tempered
6 hard tempered
7 cold tempered
8 feather hard work hardened
9 treated according to special specifications
Source:
DIN EN 10027-2 - Designation systems for steels; Part 2: Numbering system
Material combinations

Nut
Screw
50 70 KB YK YB KG GA GB GC V VH VW S SD SB
50 O - - - - - - - - - - - - - -
70 O O - - - - - - - - - - - - -
80 X X - - - - - - - - - - - - -
KB - - X - - - - - - - - - - - -
Y - - - O O O - - - - - - - - -
YK - - - X X X - - - - - - - - -
YB - - - O O O - - - - - - - - -
KG - - - - - O X - - - - - - - -
GA - - - - - X X X X - - - - - -
GB - - - - - - O O O - - - - - -
GC - - - - - - O O O - - - - - -
V - - - - - - - - - O O O - - -
VH - - - - - - - - - O O O - - -
VW - - - - - - - - - O O O - - -
S - - - - - - - - - - - - O - -
SD - - - - - - - - - - - - - O -
SB - - - - - - - - - - - - - - O
X Preferred combination
O Permitted combination
- Not recommended
 
Source:
DIN 267-13 - Mechanical fasteners - Technical delivery conditions - Part 13: Parts for bolted joints with special mechanical properties for use at temperatures from -200 °C to +700 °C

Seizing of stainless fasteners

The " Seizure " of stainless fasteners between bolt and nut can have different causes:

1. Surface defects in the thread
These are usually caused when rolling threads on already work-hardened surfaces. They are characterized by a cracked, fissured and scaly surface in the thread flanks. These surface defects increase the surface area and thus the attack surface for corrosive influences.

2. Iincorrect tool selection
Under certain circumstances, the tools that are used may not be suitable for processing the material. For example, when cutting a thread, an unsuitable tool may not cut the thread cleanly and completely, resulting in cold welding during assembly. The same applies to the forming of threads. Here, too, the aforementioned situation can occur due to incorrect or defective tools.

3. Hardness difference
One of the most common causes of seizure is a difference in hardness between the screw and nut threads. This difference is essential to prevent the fasteners from permanently bonding ("seizing") through physical-chemical reactions. A hardness difference of at least 50 HV should be aimed for to minimize the risk. As a rule, this is ensured with cold forged fasteners of the same strength class, since the screw thread undergoes significant work hardening in the thread flanks as a result of the forging process. To reduce the risk when using different materials, the delivery states (mechanical properties) of the starting materials should be compared before production.
Additional safety can be achieved by using appropriate sliding pastes, which are applied to the screw thread before assembly. This measure is often used for so-called hot bolted joints to prevent welding of the fasteners at high operating temperatures.

 

Sources:

Wilke, F. (2002) ThyssenKrupp Steel Kurzbericht 2806 - Wie vermeide ich das Festfressen rostfreier Verbidnungselemente?
Online: http://www.edelstahl-rostfrei.de/downloads/ISER/Festfressen_vermeiden.pdf (05.09.2011)

Duplex steels

General

Duplex steels are materials that have a two-phase structure (ferrite and austenite). Duplex steels are characterized by their combination of properties, which are a mixture of the properties of chromium stainless steels (ferritic or martensitic) and chromium-nickel stainless steels (austenitic).

They have higher strengths than chromium-nickel stainless steels, while exhibiting higher ductility than chromium stainless steels. Their behavior under alternating stresses still exhibits fatigue strength up to an austenite content of about 40%, in contrast to pure austenites. Duplex steels are among the rust- and acid-resistant steels.

 

PREN-Index

The PREN-Index is a measure of the corrosion resistance of a stainless steel. ASTM G48 specifies the test methods for this.

For corrosion resistant steels, the chemical elements that are critical to corrosion behavior are summarized by the PREN, which establishes a relationship between pitting resistance and chemical composition.

PREN = %Cr + 3.3 x %Mo (ferritic steels)

PREN = %Cr + 3.3 x %Mo + 16 x %N (austenitic steels)

PREN = %Cr + 3.3 x %Mo + 30 x %N (duplex steels)

Ferritic-austenitic duplex steels with PREN > 40 are also known as superduplex steels and are characterized by particularly high corrosion resistance. Steels with PREN values above 32 are considered resistant to salt water.

 

Sources:

DIN EN ISO 15156-3 - Petroleum and natural gas industries-Materials for use in H2S-containing environments in oil and gas production - Part 3: High alloy steels (CRAs) and other alloys
NACE MR0175/ISO 15156 - Petroleum and natural gas industries-Materials for use in H2S-containing environments in oil and gas production
ASTM G48 - Standard Test Methods for Pitting and Crevice Corrosion Resistance of Stainless Steels and Related Alloys by Use of Ferric Chloride Solution

Strength classes

The strength class for bolts consists of two numbers separated by a point. The number on the left corresponds to 1/100 of the nominal tensile strength Rm in MPa. The number to the right of the dot gives 10 times the ratio between yield strength Re and tensile strength Rm (yield strength ratio). This gives the following values: 0.6 / 0.8 / 0.9. These ratios are multiplied by 10 to give the value after the dot.

Example:
A bolt with tensile strength Rm = 1,000 MPa and a yield strength ratio of 0.9 thus has strength class 10.9.

Formula for determining the strength class

Tensile strength Rm: 1st number X 100
Yield strength Re: (1st number X 100) X (2nd number / 10)

Example:
Screw 10.9

Tensile strength Rm: 10 x 100 = 1,000 MPa
Yield strength Re: (10 x 100) x (9 / 10) = 1,000 x 0.9 = 900 MPa

Overview of old and new strength classes

New designation 3.6 4.6 4.8 5.6 5.8 6.6 6.8 6.9 8.8 10.9 12.9
Old designation 4A 4D 4S 5D 5S 6D 6S 6G 8G 10K 12K
Matching nut 5 6 8 10 12

Sources:

DIN 267-3 - Mechanical fasteners; Technical delivery conditions; Strength classes for carbon or alloy steel bolts; Conversion of strength classes.
DIN EN ISO 898-1 - Mechanical properties of carbon and alloy steel fasteners - Part 1: Screws with specified strength classes - Standard and fine pitch threads

Weldability of steels

Steels with a carbon content of more than 0.22% are only considered to have limited weldability; additional measures such as preheating are required. However, the carbon content of the steel alone does not provide any information on weldability, as this is also influenced by many other alloying elements. The so-called carbon equivalent (CEV) is therefore taken into account for assessment.

In materials science, the carbon equivalent is a measure for assessing the weldability of unalloyed and low-alloy steels. The carbon content and a variety of other alloying elements in the steel influence its behavior. For the purpose of assessing weldability, the carbon equivalent therefore combines the carbon content and the weighted proportion of elements that influence the weldability of the steel in a similar way to that which would be expected from the carbon into a numerical value. A carbon equivalent value of less than 0.45% implies good weldability. Higher values - depending on the processing thickness - require preheating of the material. Above a value greater than 0.65, the workpiece is only suitable for welding with increased effort, since martensite formation can lead to cold or hardening cracks.

A common procedure for calculating the carbon equivalent value (CEV) is as follows:

Formula for calculating the weldability of steels

The alloying elements must be entered as a percentage. The carbon equivalent is often given in the material certificate, so that the user does not have to make this calculation himself. However, under certain circumstances, the usability of the CEV given there for the specific application must be questioned.

Source:

Wittel, H. / Muhs, D. / Jannasch, D. / Voßiek, J. (2009) Roloff/Matek Maschinenelemente - Normung, Berechung, Gestaltung; 19th edition; Vieweg+Teubner Verlag; Wiesbaden

ASTM - Materials

Marking Standard Description Material Comparable EN material


No Grade Mark
SAE J429

Bolts, Screws, Studs
Low or Medium
Carbon Steel
---
ASTM A307
Grade A & B
Low Carbon Steel ---
SAE J429
Grade 2
Low or Medium
Carbon Steel
---
No Grade Mark SAE J429
Grade 4
Studs Medium Carbon
Cold Drawn Steel
---
B5 ASTM A193
Grade B5


Bolts, Screws, Studs
for high temperature
service
Class 1:
Carbide
solution
treated
AISI 501 ~1.7362
B6 ASTM A193
Grade B6
AISI 410 ~1.4006
B7 ASTM A193
Grade B7
AISI 4140, 4142, 4105 ~1.7225
B16 ASTM A193
Grade B16
CrMoVa
Alloy Steel
~1.7711

B8
ASTM A193
Grade B8
Class 1

AISI 304

~1.4301

B8C
ASTM A193
Grade B8C
Class 1

AISI 347

~1.4550

B8M
ASTM A193
Grade B8M
Class 1

AISI 316

~1.4401

B8T
ASTM A193
Grade B8T
Class 1

AISI 321

~1.4541

B8
ASTM A193
Grade B8
Class 2

Bolts, Screws, Studs
for high temperature
service
Class 2:
Carbide
solution
treated and strain
hardened
AISI 304
Strain Hardened
~1.4301

B8C
ASTM A193
Grade B8C
Class 2
AISI 347
Strain Hardened
~1.4550

B8M
ASTM A193
Grade B8M
Class 2
AISI 316
Strain Hardened
~1.4401

B8T
ASTM A193
Grade B8T
Class 2
AISI 321
Strain Hardened
~1.4541
L7 ASTM A320
Grade L7


Bolts, Screws, Studs
for low temperature
service
Quenched and tempered
AISI 4140, 4142, 4145
~1.7225
L7A ASTM A320
Grade L7A
AISI 4037 ---
L7B ASTM A320
Grade L7B
AISI 4137 ~1.7220
L7C ASTM A320
Grade L7C
AISI 8740 ~1.6546
L43 ASTM A320
Grade L43
AISI 4340 ~1.6580

B8
ASTM A320
Grade B8
Class 1


Bolts, Screws, Studs
for low temperature
service
Class 1:
Carbide
solution
treated

AISI 304

~1.4301

B8C
ASTM A320
Grade B8C
Class 1

AISI 347

~1.4550

B8T
ASTM A320
Grade B8T
Class 1

AISI 321

~1.4541

B8F
ASTM A320
Grade B8F
Class 1

AISI 303 (Se)

~1.4305

B8M
ASTM A320
Grade B8M
Class 1

AISI 316

~1.4401

B8
ASTM A320
Grade B8
Class 2


Bolts, Screws, Studs
for low temperature
service
Class 2:
Carbide
solution
treated and strain
hardened

AISI 304

~1.4301

B8C
ASTM A320
Grade B8C
Class 2

AISI 347

~1.4550

B8T
ASTM A320
Grade B8T
Class 2

AISI 321

~1.4541

B8F
ASTM A320
Grade B8F
Class 2

AISI 303 (Se)

~1.4305

B8M
ASTM A320
Grade B8M
Class 2

AISI 316

~1.4401

3 Radial Lines 120°
SAE J429
Grade 5

Bolts, Screws, Studs
Medium Carbon
Steel
Quenched and
Tempered

---
ASTM A449

3 Radial Lines 90°

SAE J429
Grade 5.1

Bolts, Screws, Studs
Low or Medium
Carbon Steel
Quenched and
Tempered

---

3 Radial Lines 60°

SAE J429
Grade 5.2

Bolts, Screws, Studs
Low Carbon
Martensitic Steel
Quenched and
Tempered

---
A325 ASTM A325
Type 1

High strength
structural bolts
Medium Carbon Steel
Quenched and Tempered
---

---
ASTM A325
Type 2
(Withdrawn)
Low Carbon Martensitic Steel
Quenched and Tempered

---

A325
ASTM A325
Type 3
Atmospheric Corrosion
Resisting Steel
Quenched and Tempered

---
BD ASTM A354
Grade BD

Bolts, Studs
Alloy Steel
Quenched and Tempered
---
BC ASTM A354
Grade BC
---

5 Radial Lines
SAE J429
Grade 7

Bolts, Screws
Medium Carbon
Alloy Steel
Quenched and Tempered

---

6 Radial Lines 60°
SAE J429
Grade 8

Bolts, Screws, Studs
Medium Carbon
Alloy Steel
Quenched and Tempered

---

No Grade Mark
SAE J429
Grade 8.1

Studs
Medium Carbon
Alloy or SAE 1041 Modified Elevated
Quenched and Tempered

---
A490 ASTM A490 High strength
structural bolts
Alloy Steel
Quenched and Tempered
---
Sources:
http://praticalmaintenance.wordpress.com (24.08.2011)