HARDENING MODEL OF ALUMINUM-BASED ALLOYS AFTER CONVENTIONAL PLASTIC DEFORMATION

1 ABOUHILOU Fadi
Co-authors:
1 ABBANE Lynda 2 ATMA Mohammed
Institutions:
1 USTHB, Faculty of Physics, Department of Materials Physics, Materials Physics Laboratory, El alia, BP 32 Bab-Ezzouar, Algeria, abouhiloufadi@gmail.com, abbanelynda16@gmail.com
2 Ferhat Abbas Sétif-1 University, Faculty of Sciences, Physics Department, Laboratory of Dosing, Analysis and Characterization with High Resolution (DAC-hr), Setif, Algeria, atmamohamed@gmail.com
Conference:
31st International Conference on Metallurgy and Materials, Orea Congress Hotel Brno, Czech Republic, EU, May 18 - 19, 2022
Proceedings:
Proceedings 31st International Conference on Metallurgy and Materials
Pages:
697-702
ISBN:
978-80-88365-06-8
ISSN:
2694-9296
Published:
30th June 2022
Proceedings of the conference have already been published in Scopus and we are waiting for evaluation and potential indexing in Web of Science.
Metrics:
415 views / 120 downloads
Abstract

The main objective is to model the plastic behavior of the three aluminum alloys 1050, 2024 and 7075.In the first part, using the experimental results of uniaxial tensile tests for each alloy and in the three main directions, and using a strategy of identifying the parameters of each work hardening model studied, Hollomon, Swift and Voce, we have created an empirical database of 1050, 2024 and 7075 aluminum series alloys.In the second part, one established the curves of uniaxial tensile curve by using the work hardening laws and the experimental parameters obtained in the first part. The comparison with the experimental data shows that the plastic behavior model can successfully describe with the use of appropriate workhardening law for each alloy.

Keywords: Lankford, work hardening models, aluminum alloys, anisotropy, tensile tests

© This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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