Figure 1.
The microstructure of the austenitized Fe-Cr-Mo-Mn steel.
Figure 1.
The microstructure of the austenitized Fe-Cr-Mo-Mn steel.
Figure 2.
(a) Schematic of compression test; (b) CCT curve of Fe-Cr-Mo-Mn steel.
Figure 2.
(a) Schematic of compression test; (b) CCT curve of Fe-Cr-Mo-Mn steel.
Figure 3.
OM of deformed Fe-Cr-Mo-Mn steel at a strain of 0.92 under different deformation conditions.
Figure 3.
OM of deformed Fe-Cr-Mo-Mn steel at a strain of 0.92 under different deformation conditions.
Figure 4.
The flow stress–strain curves of the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 4.
The flow stress–strain curves of the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 5.
Schematic diagram of the shape of the sample before and after compression deformation at a high temperature: (a) before compression deformation; (b) after compression deformation.
Figure 5.
Schematic diagram of the shape of the sample before and after compression deformation at a high temperature: (a) before compression deformation; (b) after compression deformation.
Figure 6.
(a) ln, (b) , (c) , (d) 1/T×1000.
Figure 6.
(a) ln, (b) , (c) , (d) 1/T×1000.
Figure 7.
Relationship between lnZ and ln(sinh(ασp)).
Figure 7.
Relationship between lnZ and ln(sinh(ασp)).
Figure 8.
Fifth-order polynomial fitting of the relationship between material constant ((a) lnA; (b) α; (c) Q; (d) n) and true strain.
Figure 8.
Fifth-order polynomial fitting of the relationship between material constant ((a) lnA; (b) α; (c) Q; (d) n) and true strain.
Figure 9.
Comparing the calculated and experimental results of the Arrhenius model for the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 9.
Comparing the calculated and experimental results of the Arrhenius model for the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 10.
WH rate curve.
Figure 10.
WH rate curve.
Figure 11.
The relationships between material parameters and the Z parameter (a) , (b) ln, (c) , (d) .
Figure 11.
The relationships between material parameters and the Z parameter (a) , (b) ln, (c) , (d) .
Figure 12.
The comparison between the Xdrx calculated by models and those obtained through experiments: (a) strain rate = 0.1 s−1, (b) temperature = 1200 °C.
Figure 12.
The comparison between the Xdrx calculated by models and those obtained through experiments: (a) strain rate = 0.1 s−1, (b) temperature = 1200 °C.
Figure 13.
Schematic diagram of the DRX percentage model of the Fe-Cr-Mo-Mn steel.
Figure 13.
Schematic diagram of the DRX percentage model of the Fe-Cr-Mo-Mn steel.
Figure 14.
Comparing the calculated and experimental results of Laasraoui segmented model for the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 14.
Comparing the calculated and experimental results of Laasraoui segmented model for the Fe-Cr-Mo-Mn steel: (a) 950 °C, (b) 1000 °C, (c) 1050 °C, (d) 1100 °C, (e) 1200 °C.
Figure 15.
Comparison of experimental values with predicted values: (a) Laasraoui model; (b) Arrhenius model.
Figure 15.
Comparison of experimental values with predicted values: (a) Laasraoui model; (b) Arrhenius model.
Figure 16.
Ddrx under various deformation conditions.
Figure 16.
Ddrx under various deformation conditions.
Figure 17.
(a) Relationship between ln Ddrx and ln Z. (b) Fitted relationship between calculated and measured grain sizes.
Figure 17.
(a) Relationship between ln Ddrx and ln Z. (b) Fitted relationship between calculated and measured grain sizes.
Figure 18.
(a–d) Relationship between ƞ and strain rate. (e–h) Relationship between ƞ and strain rate for 3D maps of the Fe-Cr-Mo-Mn steel.
Figure 18.
(a–d) Relationship between ƞ and strain rate. (e–h) Relationship between ƞ and strain rate for 3D maps of the Fe-Cr-Mo-Mn steel.
Figure 19.
(a–d) Relationship between ξ and strain rate. (e–h) Relationship between ξ and strain rate for 3D maps of Fe-Cr-Mo-Mn steel.
Figure 19.
(a–d) Relationship between ξ and strain rate. (e–h) Relationship between ξ and strain rate for 3D maps of Fe-Cr-Mo-Mn steel.
Figure 20.
(a) 3D power dissipation efficiency maps. (b) 3D instability maps. (c–f) Processing maps under the true strain of 0.4–0.7.
Figure 20.
(a) 3D power dissipation efficiency maps. (b) 3D instability maps. (c–f) Processing maps under the true strain of 0.4–0.7.
Figure 21.
Microstructural characterization of the regions of HPM under a strain of 0.6: (I) microcrack and flow instability, (II–IV) grain growth, (V) optimal processing region.
Figure 21.
Microstructural characterization of the regions of HPM under a strain of 0.6: (I) microcrack and flow instability, (II–IV) grain growth, (V) optimal processing region.
Figure 22.
Quenched structure under different deformation conditions by SU3500 SEM.
Figure 22.
Quenched structure under different deformation conditions by SU3500 SEM.
Figure 23.
BC plots of the Fe-Cr-Mo-Mn steel at different deformation conditions.
Figure 23.
BC plots of the Fe-Cr-Mo-Mn steel at different deformation conditions.
Figure 24.
IPF post-diagram of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 24.
IPF post-diagram of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 25.
GBs post-diagram of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 25.
GBs post-diagram of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 26.
Misorientation angle distributions of the Fe-Cr-Mo-Mn steel under different deformation conditions: (a) 950 °C-0.1 s−1, (b) 1000 °C-0.1 s−1, (c) 1100 °C-0.1 s−1, (d) 1200 °C-0.1 s−1, (e) 1200 °C-1 s−1, (f) comparisons of middle misorientation angle distributions.
Figure 26.
Misorientation angle distributions of the Fe-Cr-Mo-Mn steel under different deformation conditions: (a) 950 °C-0.1 s−1, (b) 1000 °C-0.1 s−1, (c) 1100 °C-0.1 s−1, (d) 1200 °C-0.1 s−1, (e) 1200 °C-1 s−1, (f) comparisons of middle misorientation angle distributions.
Figure 27.
Local misorientation maps of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 27.
Local misorientation maps of the Fe-Cr-Mo-Mn steel under different deformation conditions.
Figure 28.
Modeled and experimental workpieces and experimental and simulated workpieces after upsetting: (a) initial workpieces, (b) Deformed workpieces.
Figure 28.
Modeled and experimental workpieces and experimental and simulated workpieces after upsetting: (a) initial workpieces, (b) Deformed workpieces.
Figure 29.
Schematic diagram of the partition and stress state of the compressed sample after deformation.
Figure 29.
Schematic diagram of the partition and stress state of the compressed sample after deformation.
Figure 30.
Comparison of analog values at P1, P2, and P3 points. (a) Temperature, (b) Effective strain rate, (c) Effective strain, (d) DRX percentage, (e) Average grain size, (f) Comparison of simulated and experimental average grain sizes.
Figure 30.
Comparison of analog values at P1, P2, and P3 points. (a) Temperature, (b) Effective strain rate, (c) Effective strain, (d) DRX percentage, (e) Average grain size, (f) Comparison of simulated and experimental average grain sizes.
Figure 31.
P1, P2, and P3 points in the HPM and the microstructure of each point.
Figure 31.
P1, P2, and P3 points in the HPM and the microstructure of each point.
Table 1.
Chemical composition of Fe-Cr-Mo-Mn steel (%, mass fraction).
Table 1.
Chemical composition of Fe-Cr-Mo-Mn steel (%, mass fraction).
C | Si | Mn | P | S | Cr | Mo | Cu | Fe |
---|
0.41 | 0.26 | 0.69 | 0.0063 | 0.0091 | 1.11 | 0.20 | 0.03 | Bal. |
Table 2.
Bp of Fe-Cr-Mo-Mn steel at different hot deformation conditions.
Table 2.
Bp of Fe-Cr-Mo-Mn steel at different hot deformation conditions.
Deformation Temperature (°C) | Strain Rate (s−1) |
---|
0.001 | 0.01 | 0.1 | 1 |
---|
950 °C | 1.0321 | 0.9691 | 1.0698 | 1.0232 |
1000 °C | 1.0926 | 1.0497 | 0.9841 | 1.0677 |
1050 °C | 1.0527 | 1.0423 | 1.0598 | 1.0698 |
1100 °C | 0.9941 | 1.0432 | 1.0872 | 1.0921 |
1200 °C | 1.0863 | 1.0818 | 1.0734 | 1.0310 |
Table 3.
Model parameter values for different strains.
Table 3.
Model parameter values for different strains.
Strain | α | n | Q/(kJ/mol) | lnA |
---|
0.10 | 0.021899869 | 4.587893 | 407.311 | 31.69569 |
0.15 | 0.020026631 | 4.346701 | 408.382 | 31.81251 |
0.20 | 0.019169447 | 4.101312 | 397.747 | 30.94919 |
0.25 | 0.018783997 | 3.932011 | 388.867 | 30.27511 |
0.30 | 0.018665743 | 3.814459 | 383.540 | 29.90283 |
0.35 | 0.018649029 | 3.795894 | 384.477 | 30.07963 |
0.40 | 0.018797260 | 3.767556 | 382.181 | 29.94070 |
0.45 | 0.018938808 | 3.747479 | 381.805 | 29.94879 |
0.50 | 0.019037187 | 3.800027 | 384.209 | 30.20930 |
0.55 | 0.019212378 | 3.814247 | 385.030 | 30.31099 |
0.60 | 0.019341395 | 3.823353 | 389.404 | 30.71907 |
0.65 | 0.019442589 | 3.828529 | 392.002 | 30.95220 |
0.70 | 0.019472766 | 3.862982 | 394.066 | 31.14102 |
Table 4.
Results of polynomial fitting of α, n, Q, and lnA to the true strain.
Table 4.
Results of polynomial fitting of α, n, Q, and lnA to the true strain.
α | n | Q | lnA |
---|
X0 | 0.03018 | N0 | 5.01577 | Q0 | 373,753 | Y0 | 29.10331 |
X1 | −0.12723 | N1 | −2.17646 | Q1 | 795,498.55 | Y1 | 62.23573 |
X2 | 0.54696 | N2 | −32.96995 | Q2 | −5,997,871.49 | Y2 | −474.19401 |
X3 | −1.15679 | N3 | 143.72186 | Q3 | 17,025,652.65 | Y3 | 1363.84008 |
X4 | 1.2227 | N4 | −210.73112 | Q4 | −21,094,491.99 | Y4 | −1703.96763 |
X5 | −0.51441 | N5 | 106.06187 | Q5 | 9,686,499.7 | Y5 | 786.60111 |
Table 5.
The values of the various parameters.
Table 5.
The values of the various parameters.
Temperature/°C | | /MPa | /MPa | /MPa | /MPa | | |
---|
950 | 0.001 | 42.37 | 58.93 | 73.56 | 58.2 | 0.091 | 0.221 |
0.01 | 65.69 | 80.81 | 88.29 | 64.62 | 0.076 | 0.204 |
0.1 | 85.44 | 116.49 | 122.95 | 110.45 | 0.073 | 0.320 |
1 | 115.47 | 147.73 | 155.97 | 147.23 | 0.098 | 0.441 |
1000 | 0.001 | 27.82 | 37.13 | 42.82 | 32.40 | 0.058 | 0.189 |
0.01 | 54.61 | 67.16 | 80.85 | 53.03 | 0.066 | 0.201 |
0.1 | 70.42 | 94.26 | 98.24 | 75.78 | 0.073 | 0.278 |
1 | 101.39 | 127.56 | 140.58 | 122.15 | 0.096 | 0.369 |
1050 | 0.001 | 23.89 | 30.49 | 38.07 | 26.30 | 0.051 | 0.136 |
0.01 | 47.87 | 56.32 | 67.14 | 44.12 | 0.064 | 0.151 |
0.1 | 62.91 | 81.13 | 88.97 | 60.87 | 0.070 | 0.212 |
1 | 79.47 | 107.52 | 113.77 | 102.70 | 0.075 | 0.352 |
1100 | 0.001 | 18.88 | 23.82 | 28.68 | 20.95 | 0.049 | 0.131 |
0.01 | 39.43 | 45.05 | 48.99 | 34.75 | 0.065 | 0.133 |
0.1 | 54.50 | 68.58 | 72.75 | 50.81 | 0.069 | 0.205 |
1 | 69.29 | 94.06 | 103.77 | 82.62 | 0.069 | 0.329 |
1200 | 0.001 | 13.62 | 15.45 | 17.67 | 14.32 | 0.048 | 0.112 |
0.01 | 19.23 | 22.10 | 30.42 | 19.10 | 0.059 | 0.159 |
0.1 | 29.73 | 38.52 | 54.94 | 28.12 | 0.065 | 0.215 |
1 | 40.66 | 54.39 | 62.39 | 54.15 | 0.097 | 0.316 |
Table 6.
Implications of user-defined variables.
Table 6.
Implications of user-defined variables.
User Variables | USRE (1) | USRE (2) | USRE (3) | USRE (4) | USRE (5) | USRE (6) | USRE (7) |
---|
Implication | -Equivalent | Z | | | Xdrx | Ddrx | |