Reduction of Die Wear and Structural Defects of Railway Screw Spike Heads Estimated by FEM
Abstract
:1. Introduction
2. Materials and Methods
2.1. Dimension and Tolerances of the Screw Spike
2.2. Material of the Screw Spike
2.3. DOE of the FEM Analysis
3. Results
3.1. Computational Simulations
3.2. Screw Spike Surface Scanning
4. Conclusions
- The wear is mainly focused on the die splice radii, where the highest contact pressure is concentrated according to the computational simulation results. Specifically, the scanned worn heads showed a transfer of material on the sidewalls of the hub towards the die radius.
- The main factor that affects the load and forming energy is the flash thickness, which its value depends on the initial setup. Specifically, the minimum forming energy was obtained for combining a hub wall angle of 1.3°, a starting material diameter of 23.54 mm, and a flash thickness of 2.25 mm. This flash thickness generates a lack of filling at the top vertices of the hub, although this defect does not affect the functionality of the part or its serviceability.
- An as-received material diameter in the higher range of dimensional tolerance, 24.06 mm, produces folds on the head cap and increases the energy by at least 18%, which increases the probability of failure of the die in a shortened time.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
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Geometry | D2 min.–D2 max. | D1 min.–D1 max. | R min.–R max. |
---|---|---|---|
CAD dimensions (mm) | 22–23 | 20–21 | 2.5–5 |
Sample | %C | %Mn | %Si | %P | %S |
---|---|---|---|---|---|
Screw spike | 0.31 ± 0.02 | 0.71 ± 0.06 | 0.17 ± 0.06 | <0.010 | <0.009 |
Material | Yield Strength (MPa) | Ultimate Tensile Strength (MPa) | Total strain (%) | Brinell Hardness (HB) |
---|---|---|---|---|
SAE 1030 | 345 | 550 | 32 | 179 |
Simulations | Dies | As-Received Material Dmin. (mm) | As-Received Material Dmax. (mm) | Min. Burr Thickness (mm) | Max. Burr Thickness (mm) |
---|---|---|---|---|---|
16 | 4 | 23.54 | 24.06 | 1.50 | 2.25 |
Simulation Response | Complete Geometry | ¼ Geometry | |||
---|---|---|---|---|---|
First Order 1.0 mm | High Order 1.8 mm | High Order 1.0 mm | High Order 0.7 mm | High Order 1.0 mm | |
Configuration | |||||
Force (t) | 158.5 | 181.9 | (*) | (**) | 187.2 |
Simulation time (h) | 4.2 | 5.6 | 11.5 | 17.7 | 15.9 |
Elements | 23,076 | 7158 | 23,076 | 46,500 | 11,176 |
Factor | p-Value | |
---|---|---|
Load (t) | Energy (kJ) | |
Head angle | 0.233 | 0.000 |
Hub to cap radius | 0.569 | 0.551 |
As-received material diameter | 0.000 | 0.000 |
Flash thickness | 0.000 | 0.000 |
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Alcázar, J.; Abate, G.; Antunez, N.; Simoncelli, A.; Egea, A.J.S.; Krahmer, D.M.; López de Lacalle, N. Reduction of Die Wear and Structural Defects of Railway Screw Spike Heads Estimated by FEM. Metals 2021, 11, 1834. https://doi.org/10.3390/met11111834
Alcázar J, Abate G, Antunez N, Simoncelli A, Egea AJS, Krahmer DM, López de Lacalle N. Reduction of Die Wear and Structural Defects of Railway Screw Spike Heads Estimated by FEM. Metals. 2021; 11(11):1834. https://doi.org/10.3390/met11111834
Chicago/Turabian StyleAlcázar, Jackeline, Germán Abate, Nazareno Antunez, Alejandro Simoncelli, Antonio J. Sánchez Egea, Daniel Martinez Krahmer, and Norberto López de Lacalle. 2021. "Reduction of Die Wear and Structural Defects of Railway Screw Spike Heads Estimated by FEM" Metals 11, no. 11: 1834. https://doi.org/10.3390/met11111834