Issue |
EPJ Web Conf.
Volume 183, 2018
DYMAT 2018 - 12th International Conference on the Mechanical and Physical Behaviour of Materials under Dynamic Loading
|
|
---|---|---|
Article Number | 03019 | |
Number of page(s) | 4 | |
Section | Microstructural Effects | |
DOI | https://doi.org/10.1051/epjconf/201818303019 | |
Published online | 07 September 2018 |
https://doi.org/10.1051/epjconf/201818303019
The mechanical response of UFG and nanostructured microalloyed steels subjected to dynamic loading conditions
1
AGH University of Science and Technology, Faculty of Metals Engineering and Computer Science,
Mickiewicza 30,
30-059
Krakow,
Poland
2
Los Alamos National Laboratory,
MST-8, Los Alamos
MS755,
NM, USA
* Corresponding author: bloniarz@agh.edu.pl
Published online: 7 September 2018
As the number of available, advanced high-strength metallic materials possibilities increases due to advancements in processing (for example advanced thermomechanical processing - ATP or severe plastic deformation - SPD), experimental comparisons alone are not sufficient for determination of the most ideal microstructures for specific applications. Our study deals with the dynamic behaviour of high strength steels and in particular with ultrafine-grained (UFG) microalloyed ferrite and austenite. The forming processes of modern UFG materials require rheological models describing the materials behaviour at large strains and strain rates up to over 1000 s-1. In our case, the mechanical response of UFG steels (produced using MaxStrain system) was investigated with split Hopkinson pressure bar (SHPB) tests, performed at room temperature. The dynamic work-hardening behaviour as a function of solute atoms and fine-scale, secondphase particles in the nano-structures of microalloyed ferrite and austenite has been compared to the mechanical response of these materials under quasi-static loading conditions.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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