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Carbide-free Rail Steels

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Presentation on theme: "Carbide-free Rail Steels"— Presentation transcript:

1 Carbide-free Rail Steels
“Building Bridges in Metallurgy”

2 Cheap Large dimensions Rolled into shape Wear resistance Rolling contact fatigue Joining

3 Origin of strength, hardness, toughness

4 body-centred cubic (a’)
face-centred cubic (g)

5 displacive transformation

6

7 Surface Surface 2 50 µm Srinivasan & Wayman

8

9

10

11

12 Design Philosophy carbon supersaturated plate carbon partitions into g
carbide precipitates from g Design Philosophy

13

14

15

16 0.4 C 2 Si 3 Mn wt% 1 µm

17 Very poor toughness!

18 50 µm

19

20 Carbide-free alloys wt %

21

22 Impact Energy Charpy impact / J Temperature / °C Test temperature / °C
10 20 30 40 50 60 70 0.4C-3Mn-2Si 0.4C-4Ni -2Si 0.2C-3Mn-2Si Charpy impact / J 200 100 -100 -200 Temperature / °C Test temperature / °C

23 20 µm

24

25 kilocycles to Crack Initiation
Pearlite Martensite Bainite 1200 1000 800 600 400 200 kilocycles to Crack Initiation Yates, Jerath

26 Yates, Jerath

27

28 austenite

29 0.2C 1.25Si 1.55Mn 0.5Cr 0.15V 0.15Mo wt% 15 mm thick plate, without Mo 550°C for 5 h Chang and Bhadeshia

30 U.K.

31 Radcliffe et al.

32 Kaufman

33 Devnathan & Clayton

34 Further Developments Fracture toughness / MPa √m 18 wt% Ni
20 40 60 80 100 120 140 160 180 18 wt% Ni maraging steel Fracture toughness / MPa √m QT 2500 2000 1500 1000 Ultimate tensile strength / MPa

35 Fe-2Si-3Mn-C wt% 800 B 600 Temperature / K 400 M 200 0.2 0.4 0.6 0.8 1
0.2 0.4 0.6 0.8 1 1.2 1.4 Carbon / wt%

36 Fe-2Si-3Mn-C wt% 1.E+08 1 month Time / s 1.E+04 1.E+00 0.5 1 1.5
1 year 1 month Time / s 1.E+04 1.E+00 0.5 1 1.5 Carbon / wt%

37 wt% Low transformation temperature Bainitic hardenability
Reasonable transformation time Elimination of cementite Austenite grain size control Avoidance of temper embrittlement wt%

38

39 g g a a a 200 Å

40 HV 10-30% ductility

41

42 Stress / GPa Velocity km s-1 Hammond and Cross, 2004

43 GRP mild steel “superbainite” vehicle steel Peter Brown (DSTL)
Dave Crowther (QinetiQ)

44 “more serious battlefield threats”

45 www.msm.cam.ac.uk/phase-trans Liou Chun Chang Howard Smith
Vijay Jerath (CORUS) Francisca G. Caballero

46

47 French National Railways
0.2C 1.25Si 1.55Mn 0.5Cr 0.15V 0.15Mo wt% UTS > 1100 MPa HB elongation > 14% Curve radius m Cant mm Installed Dec 1998 Traffic Mixed Tonnage  106 gt/annum

48 French National Railways
(Howard Smith)

49 Swiss Railways Curve radius 449 m Cant 120 mm Installed Nov 1999
0.3C 1.25Si 1.55Mn 0.5Cr 0.15Mo wt% UTS > 1200 MPa HB elongation > 13% Curve radius 449 m Cant mm Installed Nov 1999 Traffic Freight Tonnage  106 gt/annum

50 Swiss Railways (Howard Smith)

51 15 mm thick plate, without Mo
air-cooled after hot rolling Chang and Bhadeshia

52 15 mm thick plate, without Mo
quenched after hot rolling Chang and Bhadeshia

53 20 µm

54 ballistic mass efficiency
consider unit area of armour

55 a g a g g 50 nm

56 Chatterjee & Bhadeshia, 2004


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