Mechanical Properties
| Material | Tensile Strength
N/ sq. mm) |
2% Proof Stress
(Yield Strength) (N/sq. mm) |
Creep Strength (after 1000 h) (N/sq.mm) |
| 214N - (349S52) | 500 Deg C 650 550 Deg C 600 600 Deg C 550 650 Deg C 500 700 Deg C 450 750 Deg C 370 800 Deg C 300 |
500 Deg.C 350 550 Deg C 330 600 Deg C 300 650 Deg C 270 700 Deg C 250 750 Deg C 230 800 Deg C 200 |
650 Deg C 200 725 Deg C 110 800 Deg C 50 |
1.4882 |
500 Deg.C 680 550 Deg C 650 600 Deg C 610 650 Deg C 550 700 Deg C 480 750 Deg C 410 800 Deg C 340 |
500 Deg C 350 550 Deg C 330 600 Deg C 310 650 Deg C 285 700 Deg C 260 750 Deg C 240 800 Deg C 220 |
650 Deg C 220 725 Deg C 120 800 Deg C 55 |
| EN24 - (817M40) | 1180 - 1380 | 980 | |
EN52 - (401S45) |
500 Deg.C 500 550 Deg C 360 600 Deg C 250 650 Deg C 170 700 Deg C 110 Not use above 700 Deg C |
500 Deg C 400 550 Deg C 300 600 Deg C 240 650 Deg C 120 700 Deg C 80 Not use above 700 Deg C |
500 Deg.C 190 650 Deg C 40 Not use above 700 Deg C |
EN59 - (443S65) |
20 Deg.C 1080 600 Deg C 400 700 Deg C 175 800 Deg C 115 | 20 Deg.C 900 600 Deg C 300 700 Deg C 150 800 Deg CÂ Â 75 |
|
Nimonic (80A) |
500 Deg.C 1050 550 Deg C 1030 600 Deg C 1000 650 Deg C 930 700 Deg C 820 750 Deg C 680 800 Deg C 500 |
500 Deg C 700 550 Deg C 650 600 Deg C 650 650 Deg C 600 700 Deg C 600 750 Deg C 500 800 Deg C 450 |
650 Deg.C 500 725 Deg C 290 800 Deg C 150 |
Tensile Strength
The maximum load applied in breaking a tensile test piece divided by the original cross-sectional area of the test piece. (The maximum stress value obtained on a stress-strain curve).
Proof Stress
The stress that will cause a specific small, permanent extension of a tensile test piece. (The stress on the stress-strain curve corresponding to a definite amount of permanent set or strain )
Creep Strength
Continuing changes in dimensions of a stressed material over time, a constant tensile load is applied under a specified temperature (This is not Creep Rupture - which is when the material fails).
| Material | Modulus of Elasticity * @ 20 Deg C kN/sq. mm |
Elongation after Fracture (L=5d)^2 E % |
Reduction in Area after Fracture RA % |
| 214N - (349S52) | 205 | 8 | 10 |
1.4882 |
205 | 12 | 15 |
| EN52 (401S45) | 210 | 14 | 40 |
EN59 (443S65) |
200 | 15 | 15 |
EN24 (817M40) |
210 | 9 | 40 |
Nimonic (80A) |
215 | 15 | 25 |