Using Intercritical CCT Diagrams and Multiple Linear Regression for the Development of Low-Alloyed Advanced High-Strength Steels
Abstract
:1. Introduction
2. Materials and Methods
2.1. Computational Study to Evaluate the Behavior of Intercritical CCT Diagrams as a Function of the Concentration of the Alloying Elements
2.2. Prediction of Mechanical Properties as a Function of the Concentration of the Alloying Elements Using Multiple Linear Regression
2.3. Experimental Work Conducted for Validation: Fabrication, Processing and Characterization
3. Results
3.1. CCT Diagrams Behavior as a Function of Chemistry
3.2. Prediction of Mechanical Properties
3.3. Microstructural Characteristics and Mechanical Properties of Experimental Steel
4. Conclusions
- The use of intercritical CCT diagrams and the proposed multiple linear regression model, both obtained as a function of the concentration of the alloying elements, provide an approach for the prediction of both microstructures and mechanical properties of low-alloyed AHSS−TRIP steels of the third generation.
- Theoretical study of phase transformations from CCT diagrams shows a good approximation with the results obtained by dilatometry.
- Percentage error for ultimate tensile strength varies from 2.45% to 7.87%, while the one of elongation to fracture varies from 1.18% to 16.27%, which suggests that the latter is more sensitive to microstructural changes that were not considered to obtain the model.
- The methodology presented in this investigation represents a potential tool for the development of low-alloyed advanced high-strength steels obtained under conditions that simulate continuous annealing and galvanizing lines.
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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Alloying Elements (wt.%) | UTS (MPa) | Ef (%) | Reference | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
C | Mn | Si | Al | P | Cr | Nb | Ni | Cu | Mo | Ti | S | V | N | |||
0.2 | 6.1 | - | 1.6 | - | - | - | - | - | - | - | - | - | - | 1038 | 42.0 | [41] |
0.209 | 2.072 | 0.152 | 1.487 | - | - | - | - | - | - | - | - | 0.012 | - | 780 | 22.0 | [45] |
0.20 | 1.50 | - | 1.2 | 0.07 | - | - | - | - | - | - | - | - | - | 780 | 22.0 | [48] |
0.40 | 1.55 | - | 3.45 | - | - | - | - | - | - | - | - | - | - | 824 | 40.0 | [51] |
0.16 | 1.95 | 0.90 | 0.75 | 0.07 | 0.65 | 0.03 | 0.50 | 0.35 | 0.35 | 0.002 | 0.02 | 0.003 | 885 | 27.0 | [53] | |
0.16 | 1.95 | 0.90 | 0.75 | 0.07 | 0.65 | 0.03 | 0.50 | 0.35 | 0.35 | 0.002 | 0.02 | 0.003 | 980 | 25.0 | ||
0.16 | 1.95 | 0.90 | 0.75 | 0.07 | 0.65 | 0.03 | 0.50 | 0.35 | 0.35 | 0.002 | 0.02 | 0.003 | 1013 | 20.0 | ||
0.10 | 2.01 | 0.78 | 0.78 | - | - | 0.08 | 1.00 | 1.01 | 0.26 | - | - | - | - | 1178 | 17.0 | [55] |
0.14 | 1.7 | 0.6 | 0.46 | - | 0.4 | 0.3 | 0.42 | 0.26 | 0.3 | - | - | 0.002 | 1160 | 20.0 | [56] | |
0.19 | 1.76 | 0.30 | 1.52 | 0.012 | - | - | 0.007 | 0.007 | 0.003 | 0.002 | 0.004 | - | 800 | 35.0 | [57] | |
0.40 | 0.6 | 2.0 | - | - | 1.3 | 0.3 | - | - | - | - | - | - | - | 1035 | 15.0 | [58] |
0.20 | 1.50 | 2.0 | - | - | - | 0.06 | - | - | - | - | - | - | - | 859 | 34.0 | |
0.20 | 1.50 | 2.0 | - | - | - | 0.06 | - | - | - | - | - | - | - | 805 | 40.0 | |
0.20 | 1.50 | 0.60 | 1.40 | - | - | 0.06 | - | - | - | - | - | - | - | 832 | 38.0 | |
0.15 | 10.40 | 0.17 | 1.49 | - | - | - | - | - | - | - | - | - | - | 1126 | 32.0 | [59] |
0.17 | 3.30 | 0.22 | 1.70 | 0.010 | - | - | - | - | 0.23 | - | 0.014 | - | 0.0043 | 957 | 15.5 | [60] |
0.16 | 4.7 | 0.22 | 1.6 | 0.008 | - | - | - | - | 0.20 | - | 0.004 | - | 0.0039 | 1215 | 11.5 | |
0.27 | 11.1 | 1.37 | 1.49 | - | - | - | - | - | - | - | - | - | 0.018 | 1330 | 26.5 | [61] |
0.16 | 14.3 | 2.97 | 0.89 | - | - | - | - | - | - | - | - | - | 0.022 | 1370 | 33.7 | |
0.17 | 10.2 | 2.38 | 0.30 | - | - | - | - | - | - | - | - | - | 0.024 | 1400 | 34.1 | |
0.11 | 11.5 | 2.46 | 0.38 | - | - | - | - | - | - | - | - | - | 0.029 | 1300 | 27.5 | |
0.10 | 13.8 | 2.01 | 0.40 | - | - | - | - | - | - | - | - | - | 0.028 | 1320 | 24.8 | |
0.10 | 13.0 | 1.57 | 0.45 | - | - | - | - | - | - | - | - | - | 0.045 | 1450 | 27.7 | |
0.21 | 1.51 | 0.71 | 0.97 | - | 0.021 | 0.001 | - | 0.50 | 0.21 | 0.024 | - | 0.002 | 0.0025 | 887 | 22.0 | |
0.21 | 1.51 | 0.71 | 0.97 | - | 0.021 | 0.001 | - | 0.50 | 0.21 | 0.024 | - | 0.002 | 0.0025 | 939 | 24.0 | [62] |
0.21 | 1.51 | 0.71 | 0.97 | - | 0.021 | 0.001 | - | 0.50 | 0.21 | 0.024 | - | 0.002 | 0.0025 | 950 | 17.0 | |
0.20 | 1.54 | 0.72 | 1.00 | - | 0.018 | 0.043 | - | 0.50 | 0.21 | 0.023 | - | 0.002 | 0.0010 | 937 | 19.0 | |
0.20 | 1.54 | 0.72 | 1.00 | - | 0.018 | 0.043 | - | 0.50 | 0.21 | 0.023 | - | 0.002 | 0.0010 | 999 | 25.0 | |
0.20 | 1.54 | 0.72 | 1.00 | - | 0.018 | 0.043 | - | 0.50 | 0.21 | 0.023 | - | 0.002 | 0.0010 | 1050 | 19.0 | |
0.21 | 1.50 | 0.69 | 0.92 | - | 0.022 | 0.002 | - | 0.49 | 0.21 | 0.023 | - | 0.097 | 0.0045 | 956 | 18.0 | |
0.21 | 1.50 | 0.69 | 0.92 | - | 0.022 | 0.002 | - | 0.49 | 0.21 | 0.023 | - | 0.097 | 0.0045 | 975 | 20.0 | |
0.21 | 1.50 | 0.69 | 0.92 | - | 0.022 | 0.002 | - | 0.49 | 0.21 | 0.023 | - | 0.097 | 0.0045 | 1035 | 15.0 | |
0.18 | 10.24 | 1.00 | 2.78 | - | - | - | - | - | - | - | - | - | - | 1100 | 40.0 | [63] |
0.18 | 10.24 | 1.00 | 2.78 | - | - | - | - | - | - | - | - | - | - | 1250 | 35.0 | |
0.21 | 2.04 | 1.04 | 1.1 | 0.015 | - | 0.064 | - | - | 0.2 | 0.02 | - | - | 0.003 | 1040 | 27.9 | [64] |
0.36 | 1.1 | 0.38 | 4.1 | - | - | - | - | - | - | - | - | - | 902 | 32.0 | [65] | |
0.38 | 1.1 | 0.38 | 4.1 | - | - | 0.05 | - | - | - | 0.03 | - | - | - | 1003 | 31.5 | |
0.24 | 1.15 | 0.28 | 0.03 | - | 0.29 | - | - | - | - | 0.02 | - | - | - | 802 | 34.0 | [66] |
0.21 | 2.0 | 1.64 | - | 0.006 | - | 0.025 | - | - | - | 0.05 | 0.001 | - | - | 995 | 29.8 | [67] |
0.24 | 0.72 | 0.33 | - | 0.013 | 14.46 | - | 5.21 | 0.17 | 2.81 | - | 0.08 | - | 0.06 | 1644 | 15.0 | [68] |
0.24 | 0.72 | 0.33 | - | 0.013 | 14.46 | - | 5.21 | 0.17 | 2.81 | - | 0.08 | - | 0.06 | 1709 | 19.4 | |
0.1 | 5.0 | - | - | 0.005 | - | - | - | - | - | - | 0.002 | - | 0.005 | 870 | 26.0 | [69] |
Elongation to Fracture (%) | Percentage Error (%) | Ultimate Tensile Strength (MPa) | Percentage Error (%) | |
---|---|---|---|---|
Model (Equations (2) and (3)) | 25 | - | 995 | - |
Experimental-Steel IBT = 30 s | 25.3 | 1.18% | 1020 | 2.45 |
Experimental-Steel IBT = 120 s | 21.5 | 16.27% | 1080 | 7.87 |
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Navarrete Pino, B.Y.; Torres Castillo, A.A.; Gutiérrez Castañeda, E.J.; Espinosa Zúñiga, L.A.; Hernández Hernández, L.; Salinas Rodríguez, A.; Deaquino Lara, R.; Saldaña Garcés, R.; Reyes Domínguez, I.A.; Aguilar Carrillo, J.; et al. Using Intercritical CCT Diagrams and Multiple Linear Regression for the Development of Low-Alloyed Advanced High-Strength Steels. Metals 2021, 11, 1768. https://doi.org/10.3390/met11111768
Navarrete Pino BY, Torres Castillo AA, Gutiérrez Castañeda EJ, Espinosa Zúñiga LA, Hernández Hernández L, Salinas Rodríguez A, Deaquino Lara R, Saldaña Garcés R, Reyes Domínguez IA, Aguilar Carrillo J, et al. Using Intercritical CCT Diagrams and Multiple Linear Regression for the Development of Low-Alloyed Advanced High-Strength Steels. Metals. 2021; 11(11):1768. https://doi.org/10.3390/met11111768
Chicago/Turabian StyleNavarrete Pino, Bryan Y., Antonio A. Torres Castillo, Emmanuel J. Gutiérrez Castañeda, Luis A. Espinosa Zúñiga, Lorena Hernández Hernández, Armando Salinas Rodríguez, Rogelio Deaquino Lara, Rocío Saldaña Garcés, Iván A. Reyes Domínguez, Javier Aguilar Carrillo, and et al. 2021. "Using Intercritical CCT Diagrams and Multiple Linear Regression for the Development of Low-Alloyed Advanced High-Strength Steels" Metals 11, no. 11: 1768. https://doi.org/10.3390/met11111768