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16. War Office, 17. H. J. unpublished report. Gough. Engineering Steels under Combined Cyclic and Static Stresses, Presidential address, Proceedings Institution of Mechanical Engineers, 1949, Vol. 160, p. 417. of the En 22 3~ PER CENT NICKEL STEEL SPECIFICATION CHEMICAL COMPOSITION (%) C 0•35-0•45 0•10-0•35 s Mn Si 0•50-0•80 P 0•050 max. 0•060 max. Ni Cr 3•25-3•75 0•30 max. , min. (Rm) Yield stress (1) tons/sq. , min. (Rs) 0’2% Prof Stress (2), tons/sq. in. min, (0’2 Rp) Elengation, %, min. (A) Izod impact value, ft.

S. (Rm) 27•8 59 56i 56 57 50i 79i 89 96 93 83 99 56i 67i 75 Apparent Max. A. lb. " " " " " " " " " " 1 Ref. 44•3 33•2 Prob. Max. Shear Stress 17 Ref. in. P. , -0 (;) (’b (’b ~ ,.... , c, ::3 Q v. ,.... ::r (;;. , eb :::r- o -.... ,.... , ,.... g \~ m ~ ~ ::s " . A. 30•8 25•9 10 6 Notched 25•0 107 –2S•S Un-notched tons/sq. in. Bending Fatigue Limit 35•7 31•3 105 Rotati ng Beam Fatigue Strength tons/sq. in. ) I I Section Size dia. in. S. P. (Rs) 25 Test Temperature C Tensile (1) Notch 55 Y, 0•02 in.

Austenitizing Temperature 788 C. (Ref. 9) 800 A - ~3 100 - ~eL 600 / soot '1// /,,/ -- f-- I- - V V /’ /' / ~ I / I \ 400 , " A+F+ \ \ \ / -, ~s:.. - --- -: <, -, 50%-’\ ~ ::-::: \ -. -- - \ \ ~ ~ V I A ? - - 5 10 ~ -~- - 1<-- - zoo 100 5 10 20 40 I Min. Duration 20 40 I Hr. of isothermal Fig. 2 treo trnent. 5 10 20 I Day, En 22 29 3+ per cent Nickel Steel CONTINUOUS COOLING TRANSFORMATION DIAGRAM Chemical Composition C Si Mn 0•40 0•26 0•62 0•005 (%) p Ni Cr Mo 0•007 3 •45 0•28 0’10 Basic Electric Arc.

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Leggett LesHouches Lecture Notes on QM at macro level
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