Mechanical and Corrosion Behavior of a Composite Gradient-Structured Cu-Fe Alloy
Abstract
:1. Introduction
2. Materials and Methods
2.1. Material Preparation
2.2. Mechanical Tests
2.3. Electrochemical Measurements
2.4. Microstructure Examination
3. Results
4. Discussion
4.1. Mechanism for Improving the Strength of Cu-10Fe Alloy via USRP
4.2. Mechanism for Inhibiting the Corrosion Behavior of Cu-Fe Alloy via USRP
5. Conclusions
- (1)
- A composite gradient-structured Cu-10Fe plate was prepared via USRP. The composite structure exhibits a gradual increase in grain size of the Cu matrix and second phase from the topmost surface to the matrix. The depth of the gradient structure is approximately 600 μm.
- (2)
- USRP effectively improved the mechanical properties of the Cu-Fe alloy. The yield strength of the Cu-10Fe alloy increased from 297 MPa to 378 MPa after USRP. The micro-hardness of the surface layer is approximately 0.38 GPa higher than that of the matrix. The improvement in yield strength can be attributed to the refinement of grain/Fe phase size and the enhanced dislocation density. Additionally, the heterogeneous deformation in the gradient structure contributes to the extra strengthening effect.
- (3)
- USRP could enhance the corrosion resistance of Cu-10Fe alloys. The USRPed Cu-Fe sample shows higher corrosion potential, lower corrosion current density and higher polarization resistance, compared to that of the initial Cu-10Fe alloy. The presence of finer grains and Fe phases promotes the formation of a passivation film on the surface during corrosion. Furthermore, the smoother surface achieved through USRP is also beneficial to impede electron release, leading to an enhanced corrosion resistance.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Yield Strength | Ultimate Strength | Uniform Elongation | |
---|---|---|---|
Initial | 297 MPa | 504 MPa | 19.1% |
USRPed | 378 MPa | 500 MPa | 14.6% |
Specimen | Ecorr (VSCE) | icorr (μA/cm2) | βa (mV) | βc (mV) | Rp (Ω·cm2) | Chi-Square |
---|---|---|---|---|---|---|
Initial | −0.396 | 11.405 | 176.5 | 888.3 | 0.56 | 0.01 |
USRPed | −0.272 | 3.238 | 117.3 | 289.1 | 1.13 | 0.017 |
Specimen | Rs (Ω·cm2) | CPEdl | Rct (Ω·cm2) | Chi-Square | |
---|---|---|---|---|---|
Q (F cm−2 sn−1) | n | ||||
Initial | 26.64 | 6.07 × 10−4 | 0.82 | 3132 | 0.021 |
USRPed | 30.43 | 1.73 × 10−4 | 0.73 | 6806 | 0.011 |
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Guan, B.; Li, X.; Xu, J.; Fu, R.; Yan, C.; Huang, J.; Hu, Q.; Zou, J.; Liu, W.; Hu, Z. Mechanical and Corrosion Behavior of a Composite Gradient-Structured Cu-Fe Alloy. Metals 2023, 13, 1304. https://doi.org/10.3390/met13071304
Guan B, Li X, Xu J, Fu R, Yan C, Huang J, Hu Q, Zou J, Liu W, Hu Z. Mechanical and Corrosion Behavior of a Composite Gradient-Structured Cu-Fe Alloy. Metals. 2023; 13(7):1304. https://doi.org/10.3390/met13071304
Chicago/Turabian StyleGuan, Bo, Xiao Li, Jing Xu, Rui Fu, Changjian Yan, Jiawei Huang, Qiang Hu, Jin Zou, Wenzheng Liu, and Zhi Hu. 2023. "Mechanical and Corrosion Behavior of a Composite Gradient-Structured Cu-Fe Alloy" Metals 13, no. 7: 1304. https://doi.org/10.3390/met13071304