Issue |
MATEC Web Conf.
Volume 80, 2016
NUMIFORM 2016: The 12th International Conference on Numerical Methods in Industrial Forming Processes
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|
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Article Number | 16002 | |
Number of page(s) | 7 | |
Section | Topic 4: Application to composites, polymers and other materials | |
DOI | https://doi.org/10.1051/matecconf/20168016002 | |
Published online | 24 October 2016 |
Numerical investigation of blanking for metal polymer sandwich sheets
1 Institute of Forming Technology and Lightweight Construction (IUL), TU Dortmund, Germany
2 Institut für Produktionstechnik und Umformmaschinen (PtU), TU Darmstadt, Germany
a Corresponding author: Florian.Gutknecht@iul.tu-dortmund.de
Metal polymer sandwich sheets consist of materials with drastically different mechanical properties. Due to this fact and because of high local gradients in the cutting zone during the blanking process, traditional process strategies and empirical knowledge are difficult to apply. A finite-element simulation of the shear cutting process is used to predict the necessary force and the geometry of the cutting surface. A fully-coupled ductile damage model is used for the description of the material behaviour. This model considers the influence of shear and compression-dominated stress states on the initiation of damage. Experimental tensile and compression test data is used for the identification of material parameters. The results of the blanking simulation are compared with experimental data. Furthermore, the evolution of the stress state is analysed to gain understanding of the underlying physics. Finally this model enables the prediction of core compression and other quantities such as the acting stresses and corresponding triaxilities, which provide valuable information for the development of analytical models.
© The Authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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