Tensile Strength, Proof Stress & Creep Strength
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 C  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).

 

Modulus of Elasticity, Elongation, Reduction in Area
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