An Investigation Into the Effect of Extreme Temperatures On the Tensile Properties of Steels

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They V7ere placed on the ^raph r.erely as a matter of general inforr.ation and not of any particular value.
-22- TABLE I (Steel C) Specimen Dia.
Temp. ii\ Load Yield Elcr.r.
Red.
No .
Leg . Fahr .
L i -i , 20 .505 900 16220 75cO .42 .366 19 II 900 15980 7800 .42 .365 5 '1 1000 149C0 4200 .€2 .311 28 .504 1100 14400 1900 .60 .307 24 II 1200 143^0 llOu .56 .302 4 " 1300 8200 3CC . ' -^ .180 1 II 1400 5100 50 ..89 .084 21 " 600 167 50 8 50C .40 .353 18 " 800 11-cCO .37 .342 lu .506 800 15560 8500
....44 .345 31 II 900 16600 7500 .43 .359 17 .507 loco 18100 ■^700 .49 .374 3C .505 400 13120 9170 . "0 .308 23 II 600 13400 8800 .50 .322 2^.
II 500 13140 8580 .63 .310 15 . 5u4 700 13300 8150 ro .328 S " 800 15900 G4C0 !46 .344 16 .5w5 1100 14750 . 65 .292 5 It 900 15400 5850 !64 .325 9 II 1000 14700 5470 .66 . 202 14 . 5w6 900 16150 7970 .43 !352 26 .504 800 16000 8030 .39 .352 12 .50 5 1000 15580 61Uv^ .57 .328 o . 504 1100 14360 .64 .295 11 II 1200 10300 250 .65 .236 13 II 1300 6CCC 450C .80 .12':- 32 II 1400 3800 500 .88 .065 TABLE II (Steel A) Speciiren Lia.


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