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Acta Metall Sin  2026, Vol. 62 Issue (9): 1541-1552    DOI: 10.11900/0412.1961.2024.00383
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Low-Temperature Fatigue Crack Propagation Behavior of Bainitic Rail Steel
LIU Rong, GAO Guhui(), GUI Xiaolu, BAI Bingzhe
School of Mechanical, Electronic and Control Engineering, Beijing Jiaotong University, Beijing 100044, China
Cite this article: 

LIU Rong, GAO Guhui, GUI Xiaolu, BAI Bingzhe. Low-Temperature Fatigue Crack Propagation Behavior of Bainitic Rail Steel. Acta Metall Sin, 2026, 62(9): 1541-1552.

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Abstract  

Bainitic rail steels have been extensively studied as a solution to the considerable fatigue and wear issues experienced with conventional pearlitic rails. With railway constructions in high-cold regions, the effect of low temperatures on the fatigue performance of railways has garnered considerable attention. Despite several studies on the room-temperature fatigue performance of high-strength steels, the effect of the microstructure, particularly retained austenite (RA), on the low-temperature fatigue crack growth behavior in bainitic rail steels remains unclear. This study examined the low-temperature fatigue crack propagation behavior of U20Mn2SiCrNiMo (U20Mn) bainitic rail steel subjected to hot rolling and air cooling. The microstructure of the bainitic rail steel was characterized employing SEM, TEM, EBSD, and XRD. The conventional mechanical properties and fatigue crack propagation rate (da / dN; where a is the crack length and N is the number of stress cycles) were determined at room temperature (20-25 oC) and -40 oC. The results demonstrated that the U20Mn bainitic rail steel was primarily composed of a granular bainite/martensite multiphase structure, with approximately 10% (volume fraction) RA. A decrease in the experimental temperature increased the tensile and yield strengths of the U20Mn rail steel; however, its impact toughness decreased. The da / dNvs stress intensity factor (ΔK) curves for U20Mn rail steel at room temperature and -40 oC indicated that the fatigue crack propagation rate reduced at low temperatures within the ΔK range of 8.0-18.0 MPa·m1/2. However, an examination of the fatigue fracture surface revealed a transition from ductile to brittle fractures at -40 oC. This indicates that the combined effects of the increased strength, decreased toughness, and changes in the stability of RA at low temperatures are the underlying factors responsible for the variation in the low-temperature fatigue crack propagation rate of bainitic rail steel.

Key words:  bainite rail steel      low temperature      fatigue crack propagation      microstructure      retained austenite     
Received:  12 November 2024     
ZTFLH:  TG142.1  
Fund: National Key Research and Development Program of China(2021YFB3703500)
Corresponding Authors:  GAO Guhui, professor, Tel: (010)51685495, E-mail: gaogh@bjtu.edu.cn

URL: 

https://www.ams.org.cn/EN/10.11900/0412.1961.2024.00383     OR     https://www.ams.org.cn/EN/Y2026/V62/I9/1541

Fig.1  Schematic of sampling positions for mechanical property testing (RD—rolling direction, ND—normal direction, TD—transverse direction)
Fig.2  Schematic of compact tensile (CT) specimen for fatigue crack growth rate test (unit: mm)
Fig.3  SEM and TEM observations of base microstructure of bainitic rail steel
(a) SEM image of base material (GB—granular bainite, LB—lath bainite, M/A—martensite/austenite)
(b) phase map of base material represented by EBSD
(c) TEM image showing the blocky M/A island and the twinning martensite (TM) (Inset shows locally enlarged image)
(d) TEM image showing the film-like retained austenite (RA)
(e, f) TEM bright field image (e) and TEM dark field image and SAED pattern (inset) (f) of blocky RA
TRm / MPaRp0.2 / MPaA / %Z / %Akv / J
RT1355 ± 3.01144 ± 4.516.95 ± 0.0553.9 ± 0.438
-40 oC1437 ± 1.01163 ± 4.519.35 ± 0.1555.9 ± 0.317
Table 1  Mechanical properties of bainitic rail steel at room temperature (RT) and -40 oC
Fig.4  Engineering stress-strain curves of bainitic rail steel at RT and -40 oC
Fig.5  Changes of Akv with test temperature for bainitic rail steel
Fig.6  Low (a, c) and locally high (b, d) magnified SEM images showing the impact fracture morphologies of bainitic rail steel tested at RT (a, b) and -40 oC (c, d)
Fig.7  da / dN-ΔK (fatigue crack propagation rate (da / dN) versus stress intensity factor range (ΔK)) curves of bainitic rail steel at RT and -40 oC (The constant m represents the slope of the fitted line)
TParis equationR2
RTda / dN = 4.87 × 10-9ΔK3.3870.998
-40 oCda / dN = 5.80 × 10-10ΔK4.0330.996
Table 2  Paris equations for da / dN of bainitic rail steel at different temperatures
Fig.8  SEM images showing the fatigue fracture surface morphologies of bainitic rail steel tested under various ΔK at RT
(a) ΔK = 8.0 MPa·m1/2 (b) ΔK = 10.0 MPa·m1/2
(c-f) ΔK = 20.0 MPa·m1/2 (Figs.8d and f show the locally enlarged images of Figs.8c and e, respectively)
Fig.9  SEM images showing the fatigue fracture surface morphologies of bainitic rail steel tested under various ΔK at -40 oC (BF—bainitic ferrite, PAGB—prior austenite grain boundary)
(a, b) ΔK = 9.0 MPa·m1/2 (c, d) ΔK = 13.5 MPa·m1/2
(e) ΔK = 16.5 MPa·m1/2 (f) ΔK = 18.0 MPa·m1/2
(g, h) etched fracture surface morphologies, where ΔK = 16.0-18.0 MPa·m1/2
Fig.10  Fatigue crack propagation paths of bainitic rail steel tested under ΔK = 8.0-9.0 MPa·m1/2 (a, b) and ΔK = 13.0-15.0 MPa·m1/2 (c, d) at room temperature (The fatigue crack propagates through the M/A island ① and extends along the boundaries of the M/A island ② in Fig.10a)
Fig.11  Fatigue crack propagation paths of bainitic rail steel tested under various ΔK at -40 oC
(a, b) SEM (a) and EBSD (b) images under ΔK = 10.0 MPa·m1/2
(c, d) grain reconstructions of square areas I (c) and II (d) in Fig.11b
(e, f) SEM images under ΔK = 17.0 MPa·m1/2
Fig.12  Changes of the volume fraction of RA (f) with true strain (ε) for bainitic rail steel tested at different temperatures
Fig.13  Instantaneous work hardening curves for bainitic rail steel tested at RT and -40 oC
Fig.14  Percentages of phase transformation of RA near the fracture surface of bainitic rail steel in response to variations in ΔK
Fig.15  Schematic showing the influence of temperature on the radius of cyclic plastic zone (RCPZ) and radius of transformation-induced plasticity zone (RTRIP) (σ—stress)
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