|
FATT |
Transition temperature at which the inter-granular failure area is 50% of the original area after failure of various Charpy V-notch specimens. |
|
|
Various temperatures may be used from – 180° C (liquid nitrogen) up to + 150°C and above |
|
|
|
|
|
|
|
|
|
|
|
|
|
E / G |
E = Modulus of elasticity longitudinal G = Modulus of elasticity tangential |
|
|
|
|
|
|
|
|
|
|
|
|
|
Em |
Failure energy with pendulum hammers test for impact strength, types: Kv - KCU - DVM - Mesnager - KW |
|
|
|
|
|
|
|
|
|
|
|
|
|
N |
Force: Newton |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
J |
Energy: Joule |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ksi |
Stretch: thousands of pounds– force per square inch |
|
|
|
|
|
|
|
|
|
|
|
|
|
lbf |
Force - pound |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rm – R - TS |
Tensile strength calculated with proportional tensile specimens, expressed in N/mm˛ |
|
|
|
|
|
|
|
|
|
|
|
|
|
Rp 0.2 YS 0.2 |
Yield strength normally taken at 0.2% and in some cases at 0.02%. Value obtained from tensile test, expressed in N/mm˛ / Mpa |
|
|
|
|
|
|
|
|
|
|
|
|
|
Re - ReH |
Total strength, read directly on the gauge of the tensile testing equipment as it corresponds to a stop in the increase in load |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E% - A% |
Percentage elongation after fracture. Value obtained from tensile test |
|
|
A% = [ (Lu – Lo) : Lo ] x 100 |
|
|
Lu = final gauge length after fracture |
|
|
Lo = original gauge length |
|
|
|
|
|
|
|
|
|
|
|
|
|
Z% - C% |
Reduction of area after failure. Value obtained from tensile test |
|
|
C% - Z% = [ (So – Su) : So ] x 100 |
|
|
So = original cross-sectional area of the parallel length |
|
|
Su = minimum cross-sectional area after fracture |
|
|
|
|
|
|
|
|
|
|
|
|
|
Kcu |
Impact strength with U notch, proportional specimens tested with pendulum hammers with energy measurement expressed in J |
|
|
|
|
|
|
|
|
|
|
|
|
|
Kv |
Impact strength with V notch |
|
|
|
|
|
|
|
|
|
|
|
|
|
HB
10/3000 |
Brinell hardness EN 10003, calculated on the surface of the material. It is useful for knowing the approximate tensile strength of the material |
|
HB 10/3000 |
10 = ball dia. in mm, 3000 = pressure in kg |
|
|
|
|
|
|
|
|
|
|
|
|
|
HRC
Scale 150 |
Rockwell hardness “C” EN 10109, normally used on materials with a tensile strength of from 760 N/mm˛ to 2420 N/mm˛ |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
HV |
Vickers hardness, normally used on materials with a tensile strength of from 1320 N/mm˛ to above 2500 N/mm˛ |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Most commonly used terms |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
USA - UK |
Germany |
|
Italy |
|
France |
|
R - TS |
Tensile strength |
Zugfestigkeit |
|
Rottura |
|
Resistance |
|
Rp - YS |
Yield strength |
Streckgrenze |
|
Snervamento |
|
Limite d’elasticité |
|
A% |
Elongation |
Dehnung |
|
Allungamento |
|
Allongement |
|
C% |
Reduction |
Einschnurung |
|
Contrazione |
|
Striction |
|
Kv, Kcu
etc |
Impact strength |
Kerbschlagzahigkeit |
|
Resilienza |
|
Resilience |
|
HB HV HRC |
Hardness test |
Härte |
|
Durezza
|
|
Dureté |