
One of the most important properties of stainless steels, called “Inox”, is their resistance to corrosion. The resistance of these metal alloys to chemical attack by corrosive products stems from their ability to protect themselves through the spontaneous formation on their surface of a complex film of chromium oxides and hydroxides, called the "passive layer", which protects the metal substrate. widespread corrosion and localized attacks. This extremely thin layer, on the order of 1.0 to 2.0 nm thick, makes the corrosion rate negligible. (Original Stainless Steel ID)
The most important element in stainless steels is chromium, but there are also other elements
such as molybdenum, nickel, etc. also have an influence on the corrosion resistance. Nevertheless,
Elements such as chlorides can cause passive film degradation under certain conditions
depending on their concentration, the temperature and of course the type of stainless steel used. It's because of it
It is important to know the aggressions to which stainless steels are subjected in order to choose the grade.
more suitable.
(Source ID inox)
DESCRIPTION OF STAINLESS STEEL GROUPS AND GRADES
Stainless steels can be divided into four large families, each with its own characteristics.
Austenitic stainless steels
Martensitic stainless steels
Ferritic stainless steels
Austeno-ferritic stainless steels also called "Duplex".
1. Austenitic stainless steels (grades A1 to A5)
These are by far the best known and most widespread stainless steels: In addition to a minimum chromium content of around 17% nickel (generally 7% and more) and possible additives molybdenum, titanium, niobium, . ..
In order to reduce the susceptibility to work hardening, copper can be added to steel grades A1 to A5.
Their tensile mechanical properties are generally modest, but strain hardening can significantly improve certain grades.
On the other hand, their lack of brittleness at low temperature makes them very suitable for cryogenic applications.
Their corrosion resistance increases with the chromium and molybdenum content.
Their resistance to oxidation increases with their chromium content: the 18% chromium standards last - in an oxidizing atmosphere without sulfur - up to around 800°C. Beyond that, you have to move on to so-called “refractory” shades, which are significantly more bound.
The introduction of stabilizing elements such as titanium or niobium makes it possible to avoid intergranular corrosion, in particular on the welds, and increases the mechanical resistance at high temperature.TInREs is.
Class A1 steels
Grade A1 steels are specially designed for machining. They belong to this group because of the high sulfur content
steels less resistant to corrosion than steels with normal sulfur content.
Class A2 steels
Class A2 steels are the most commonly used stainless steels. They are used for
Kitchen utensils, chemical industry equipment, screws... Steels in this group are not suitable for use in non-oxidizing acids and chlorinated substances such as swimming pools and sea water.
Class A3 steels
A3 steels are stabilized stainless steels with the properties of A2 steels.
A4 grade steels
A4 steels alloyed with molybdenum are "acid resistant" and offer better resistance to corrosion. A4 is widely used in the cellulosic industry as this grade of steel was developed to withstand boiling sulfuric acid (hence the name 'acid proof'), it is also suitable to some extent for chlorine environments. A4 is also frequently used in the food industry and in shipbuilding.
Class A5 steels
A5 steels are "acid resistant" stabilized steels with properties similar to A4 steels.
2-martensitic (classes C1 to C4)
These steels generally contain 12 to 19% chromium, their carbon content varies from 0.08%
1.2%; They may contain nickel and molybdenum as well as certain complementary elements such as copper, titanium or vanadium. they are generally supplied in the annealed condition; it is obviously recommended to use them in the quenched and quenched and tempered state, just like alloy steels for mechanics, because they represent the best compromise between mechanical properties and resistance to corrosion. They are interesting for hot applications when the operating temperature does not exceed 650°C (power generation turbines).
In practice, they are used
*Either after quenching and stress relieving at approximately 200°C, which allows maximum mechanical strength to be maintained,
*Or after quenching and tempering between 550 and 700°C, ensuring a better compromise between durability - toughness - corrosion resistance.
These steels make it possible to combine interesting corrosion resistance with mechanical properties equivalent to those of high quality alloy steels. They can be hardened for better strength and are magnetic.
Class C1 steels
C1 steels have limited resistance to corrosion. They are used in turbines, pumps and cutlery.
Class C3 steels
C3 steels have limited corrosion resistance, although better than C1 steels. They are used in pumps and valves.
Class C4 steels
C4 steels have limited resistance to corrosion. They are intended for machining and are otherwise similar to C1 steels.
3-Ferritique (Nuance F1) :
These are iron-chromium or iron-molybdenum alloys whose chromium content varies between 10.5% and 28% and whose carbon content does not exceed 0.08%. These steels generally do not contain nickel.
Other additional elements - such as Ti, Nb or Zr - can be introduced to improve certain properties such as weldability, corrosion resistance or cold workability
Ferritic steels with a high chromium content (>20%) are mainly used for their remarkable resistance to corrosion (superferritic) and to hot oxidation
Certain grades alloyed with molybdenum and/or titanium have corrosion resistance comparable to austenitic standards
These steels cannot be hardened and are used in the annealed condition, they are very sensitive to grain coarsening at high temperatures, but can be used in oxidizing atmospheres (sometimes higher) up to about 800°C due to the absence of nickel - often more resistant to sulphurous atmospheres than austenitic steels.
Their low temperature fragility makes them unsuitable for cryogenic applications.
Contrary to popular belief, the fact that this family of steels is magnetic is in no way
case correlated with poor corrosion resistance | Some grades have comparable or even better properties in this area than the most common austenitic steels.
Class F1 steels
F1 steels cannot and should not normally be work hardened, in some cases F1 steels are magnetic. The group of F1 steels is generally used for simple devices, with the exception of "superferritics", whose percentage of C il N is very low. F1 steels can advantageously replace A2 and A3 steels and can be used in highly chlorinated environments.
Chemical composition of stainless steel fasteners:
The final choice of the chemical composition of the specified steel grade is left to the supplier, unless there is prior agreement between him and the customer. For applications with a risk of intergranular corrosion, stabilized A3 and A5 stainless steels or A2 and A4 stainless steels with a carbon content not exceeding 0.03% are recommended.
group of | Nuances | Chemical composition % (m/m)¹ | Remarks | ||||||||
composition | |||||||||||
C | S | Mn | P | S | ENOUGH | For | In | With | |||
is | |||||||||||
austenitic | A1 | 0,12 | 1 | 6.5 | 0,2 | 0.15 to | 16 to | 0,7 | 5 to 10 | 1.7 to | 2) 3) |
0,35 | 19 | 2.25 | 4) | ||||||||
A2 | 0,1 | 1 | 2 | 0,05 | 0,03 | 15 to | - | 8 to 19 | 4 | 7) 8) | |
20 | |||||||||||
A3 | 0,08 | 1 | 2 | 0,045 | 0,03 | 17 to | - | 9 to 12 | 1 | 9) | |
19 | |||||||||||
A4 | 0,08 | 1 | 2 | 0,045 | 0,03 | 16 to | 2 to 3 | 10 to | 1 | 8) 10) | |
18.5 | 15 | ||||||||||
A5 | 0,08 | 1 | 2 | 0,045 | 0,03 | 16 to | 2 to 3 | 10.5 to | 1 | 9) 10) | |
18.5 | 14 | ||||||||||
Martensitic | C1 | 0,09 | 1 | 1 | 0,05 | 0,03 | 11.5 to | - | 1 | - | ten) |
For | 14 | ||||||||||
0,15 | |||||||||||
C3 | 0,17 | 1 | 1 | 0,04 | 0,03 | 16 to | - | 1.5 to | - | ||
For | 18 | 2.5 | |||||||||
0,25 | |||||||||||
C4 | 0,06 | 1 | 1.5 | 0,06 | 0.15 to | 12 to | 0,6 | 1 | - | 2) 10) | |
For | 0,35 | 14 | |||||||||
0,15 | |||||||||||
hell | F1 | 0,12 | 1 | 1 | 0,04 | 0,03 | 15 to | - | 1 | 11) | |
18 | 12) | ||||||||||
Unless otherwise stated, these are the maximum values.
Sulfur can be replaced by selenium
When Ni < 8, the minimum of Mn is called 5%,
No limit for Cu if Ni > 8%,
Molybdenum is possible at the choice of the manufacturer, however certain applications require a limitation of the molybdenum content, this must be specified by the customer when ordering.
The manufacturer may choose to include molybdenum.
Si0r 17%, Ni must be at least 12%
In the case of austenitic stainless steels with a maximum C of 0.03%, the nitrogen content is limited to 22%.
Must contain titanium > 5 x C up to a maximum of 0.8% for stabilization and be marked according to the table or must contain niobium (colombium) and/or tantalum > 10 x C up to a maximum of 1% for stabilization and be marked according to this table.
The manufacturer may choose to increase the carbon content if necessary to obtain mechanical properties for larger diameters, but not to exceed 0.12% for austenitic acres.
May contain Ti > 5 x C up to a maximum of 0.8%.
May contain niobium (colombium) and/or tantalum > 10 x C up to a maximum of 1%.
Main grades for the manufacture of stainless steel fasteners (NF E 25-033 / NF A 35-602 / NF EN 10088-1 / NF EN 10095 / DIN 267 part 11):
The information contained in the table above is given for information only and is not exhaustive.
II)LABELING SYSTEM :
For screws and studs (two digits)
1/10 of the tensile strength of the fastener.
For nuts (type 1)
For nuts height m> 0.8 (two digits for:1/10 of test load resistance
The designation by a code composed of a letter followed by 2 digits having the following meaning
Designation of the composition group
A2 - 70 designates a cold-worked austenitic steel with a minimum tensile strength of 700 N/mm² (700 MPa).
The marking of stainless steels with a low carbon content not exceeding 0.03% may be supplemented by the letter L (eg: A4L - 80)
Designation of the quality class for screws and nuts with a height of 0.5 d W m 0.8 (low nut) (three digits)
The marking of stainless steels with a low carbon content not exceeding 0.03% may be supplemented by the letter L (eg: A4L - 80)
Designation system:
For grub screws and similar fasteners that are not subject to tensile stress (two digits)
1/10th of the minimum Vickers hardness followed by the letter H designating the hardness.
quality class | 12H | 21H |
Vickers HV duration min | 125 | 210 |
A1-12H: A mild austenitic stainless steel with a minimum hardness of 125 HV
The marking of stainless steels with a low carbon content not exceeding 0.03% may be supplemented by the letter L (eg: A4L - 21H).
For sheet metal screws (two digits)
1/10th of the minimum Vickers hardness followed by the letter H designating the hardness
III) MARKING:
For screws and studs:
To:
All hexagon head screws and cylindrical head screws with hexagon socket or hexagon socket with a nominal thread diameter d > 5 mm must be clearly identified. The marking must contain the type of steel and the grade
Stolen:
Bolts with a nominal thread diameter d > 6 mm must be clearly marked. The marking should be placed on the unthreaded portion of the bolt and should include the steel grade and grade. If it is not possible to mark the unthreaded part, only the steel grade is marked on the threaded end of the bolt.
Marking of hex socket and socket head cap screws (other options)
For the nuts:
Threads with a nominal thread diameter d > 5 mm must be marked. It should contain the grade and grade of steel. A mark on only one side of the nut is acceptable and should only be engraved if made on the opposite side of the nut. The marking is also tolerated on the side of the nut. If the marking consists of notches (see Figure 2) without specifying the quality class, quality class 50 or 025 applies.
For grub screws:
It is not mandatory.
For sheet metal screws:
It is not mandatory
IV) FINISH:
Unless otherwise specified, fasteners should be delivered clean and shiny. Passivation is recommended for maximum corrosion resistance.
Also note that to obtain good corrosion resistance, it is necessary to mount the screw with a similar internal thread in stainless steel (eg: A2 screw with A2 nut).
V) MECHANICAL PROPERTIES:
The properties given below refer to austenitic, martensitic and ferritic stainless steel fasteners. The products concerned are intended for use in a normally corrosive atmosphere and their mechanical properties are determined at an ambient temperature between 15°C and 25°C. These properties vary according to the upper or lower value of the temperature.
Special conditions such as Temperature or stress variations, changes in corrosive action, localized hardening or surface condition of the metal, etc. can significantly alter the behavior of a particular steel when exposed to the action of a corrosive environment.
In the event of use in a particularly corrosive atmosphere or at temperatures deviating from the test conditions, an agreement must be reached between the purchaser and the supplier on the corrosion resistance and the mechanical properties desired when ordering .
For screws and studs:
Domaine d'application :
The following mechanical properties apply to screws and studs:
Nominal thread diameter (d) up to and including 39 mm
with ISO metric triangular thread
any shape
They do not apply to bolts with special properties such as: Weldability.
Mechanical properties of screws and studs - Austenitic steels
Minimum Breaking Torque, MBmin - Austenitic Steel Bolts M1.6 to M16 (Coarse Thread)The minimum values of the moments of failure of martensitic and ferritic steel fasteners must be agreed between the customer and the supplier
For nuts (type 1):
Domaine d'Application
The following mechanical properties apply to nuts:
Nominal thread diameter (d) up to and including 39mm;
triangular ISO metric thread;
any shape;
with key opening according to ISO 272;
whose nominal height is equal to or greater than 0.5 d.
they do not apply to nuts with special properties such as:
braking power;
solderability
Mechanical Properties of Nuts - Austenitic Steel
For grub screws:
Hex Socket Set Screw Torsion Test:
Hex socket set screws must meet the following torque requirements:
torque values
torsional strength:
Stainless steel self-tapping screws must have such a resistance to torsion that the torque required to break is equal to or greater than the minimum torque values given in the following table for the quality class considered:
Minimal Bruchmoments
Tapping Capacity:
Self-tapping stainless steel screws must form a matching thread without distorting their own thread according to the following requirements:
The screw (coated or uncoated) should be screwed into a panel until a full thread penetrates it completely.
For austenitic and ferritic steel screws, the plate must be made of aluminum alloy with a hardness between 80 HV 30 and 120 HV 30.
For martensitic steel screws, the plate must have a maximum carbon content of 0.23% and a hardness between 125 HV 30 and 165 HV 30.
The thickness of the plates and the dimension of the pilot hole must correspond to the values indicated in the table below:
Austenitic stainless steels with particular resistance to chlorinated corrosion(Excerpts from EN 10088-1: 1995)
The risk of bolt and stud failure after chlorine corrosion work (e.g. in indoor swimming pools) can be reduced by using the materials listed in the table below:
Mechanical properties at high temperature; low temperature application
NOTE - If the bolts and studs are calculated correctly, the corresponding nuts will automatically meet the requirements. However, for high or low temperature applications, it is sufficient to consider only the mechanical properties of screws and pins.
Lower yield strength or conventional yield strength) 0.2% at elevated temperatures
The values given in the table below are indicative. Users should understand that due to current chemistry, the stresses experienced by the assembled fasteners and the environment can vary significantly. If loads fluctuate and periods of high temperature operation are significant or the possibility of increased corrosion is significant, the user should consult the manufacturer.
For lower yield strength ( ReL ) and 0.02% yield strength ( Rp0.2 ) at elevated temperature expressed as a percentage of ambient temperature limits, see Table F.1
Table C.1 - Effect of temperature on ReL and Rp0.2
Table C.2 – Low temperature applications of stainless steel screws and bolts (austenitic steel only)
Example of selection of stainless steel grades by atmosphere
The above table is indicative only. For each particular case, it is necessary to consult a specialist.
Definition of atmospheres:
Interior
Dried : Clean rooms with low or medium humidity.
Wet Unpolluted: Rooms with high humidity.
Aggressive : Atmosphere with corrosive products, even sometimes.
Out
Unpolluted rural : exterior of buildings in the countryside, without precipitation of corrosive products.
Industrial normality : Exterior of buildings in an industrial environment. Presence of gases and vapors that increase the aggressiveness of the atmosphere without containing high concentrations of certain chemical compounds.
Marin : Exterior of structures located by the sea and on the sea, except in conditions of direct attack by sea water.
Mixed : Environment corresponding to the meeting of the marine atmosphere and the industrial atmosphere
URANUS B6 – 904L STAINLESS STEEL
Uranus® B6 (904L stainless steel) was developed in the late 1960s at the request of fertilizer users whose tools were prone to corrosion. This is how 904L stainless steel was developed, which has proven to be resistant to corrosion by sulfuric acid. 904L stainless steel is a "super-austenitic" grade, its chromium (20%), molybdenum (4.3%) and copper (1.5%) content associated with its high nickel content (25%) makes 904L stainless steel, a reference for aggressive environments, for example. B. Highly chlorinated environments (brines, seawater treatment) where the risk of localized corrosion by pitting or cavernous confinement is significant. 904L stainless steel is non-magnetic and easily weldable. It is widely used in screws and bolts in the form of metal screws, nuts, washers, threaded rods, etc.
Chemical composition
CORROSION RESISTANCE
Although 904L stainless steel was developed for its resistance to sulfuric acid, it also exhibits strong corrosion resistance in various aggressive environments. Its PREN (Pitting Resistance Equivalence Number) of at least 35 allows it to be used satisfactorily in warm sea water and in environments rich in chlorine and chlorides and chlorates. It is particularly recommended in public swimming pools. Its high nickel content gives it much better resistance to crevice corrosion than traditional austenitic grades (304 or 316). On the other hand, 904L resists less well than 304L in the presence of nitric acid. Basically, it can be said that the properties of 904L lie between standard stainless steels such as 316L and Super Duplex..
TO USE
acid production plants
Dough making
Apparatus for the treatment of sea water
Installation of swimming pools
Offshore plate forms
oil refinery plants
Alternatives to 904L stainless steel
Alternatives to 904L stainless steel | ||||
316L | Reduced costs, better availability | |||
but less corrosion resistance | ||||
F44 1.4547 | Better resistance to pitting corrosion | |||
or more rarely cavernous inclusion in the bolts | ||||
Duplex 2205 | Similar corrosion resistance, with | |||
superior mechanical properties. A | ||||
Cost more than 904L and usage limitation to | ||||
300 degrees. | ||||
Superduplex | corrosion resistance etc. | |||
excellent mechanical properties. A | ||||
higher cost than 904L. | ||||
STAINLESS STEEL SALT MIST RESISTANCE
The corrosion resistance of stainless steels cannot be determined using a salt spray test.
In fact, this type of test was developed to show coating thickness errors
applied to metal parts (e.g. electro-galvanized or organic coatings). Stainless steel hardware tested in a BS cabinet would definitely rust permanently. Indeed, the salt spray destroys the layer of chromium oxide on the surface of the screw and the continuous spraying prevents it from reforming. For this reason, it is not possible to compare the corrosion resistance of a stainless steel screw to that of an organic coated screw. We are not aware of any standard requiring the testing of stainless steel mounting components in a BS enclosure. An austenitic stainless steel fitting that has developed a chromium oxide film on contact with oxygen has superior corrosion resistance to a low-alloy steel fitting (apparently with an electrogalvanized or organic coating).