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Carbide-free Rail Steels
“Building Bridges in Metallurgy”
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Cheap Large dimensions Rolled into shape Wear resistance Rolling contact fatigue Joining
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Origin of strength, hardness, toughness
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body-centred cubic (a’)
face-centred cubic (g)
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displacive transformation
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Surface Surface 2 50 µm Srinivasan & Wayman
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Design Philosophy carbon supersaturated plate carbon partitions into g
carbide precipitates from g Design Philosophy
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0.4 C 2 Si 3 Mn wt% 1 µm
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Very poor toughness!
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50 µm
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Carbide-free alloys wt %
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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
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20 µm
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kilocycles to Crack Initiation
Pearlite Martensite Bainite 1200 1000 800 600 400 200 kilocycles to Crack Initiation Yates, Jerath
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Yates, Jerath
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austenite
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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
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U.K.
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Radcliffe et al.
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Kaufman
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Devnathan & Clayton
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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
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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%
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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%
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wt% Low transformation temperature Bainitic hardenability
Reasonable transformation time Elimination of cementite Austenite grain size control Avoidance of temper embrittlement wt%
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g g a a a 200 Å
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HV 10-30% ductility
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Stress / GPa Velocity km s-1 Hammond and Cross, 2004
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GRP mild steel “superbainite” vehicle steel Peter Brown (DSTL)
Dave Crowther (QinetiQ)
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“more serious battlefield threats”
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www.msm.cam.ac.uk/phase-trans Liou Chun Chang Howard Smith
Vijay Jerath (CORUS) Francisca G. Caballero
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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
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French National Railways
(Howard Smith)
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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
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Swiss Railways (Howard Smith)
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15 mm thick plate, without Mo
air-cooled after hot rolling Chang and Bhadeshia
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15 mm thick plate, without Mo
quenched after hot rolling Chang and Bhadeshia
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20 µm
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ballistic mass efficiency
consider unit area of armour
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a g a g g 50 nm
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Chatterjee & Bhadeshia, 2004
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