Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires
The present study investigates, experimentally and numerically, the tensile behavior of copper-clad aluminum composite wires. Two fiber-matrix configurations, the conventional Al-core/Cu-case and a so-called architectured wire with a continuous copper network across the cross-section, were considere...
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2021
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oai:doaj.org-article:b280f1186c564ee39b411b6f83b24ad32021-11-11T17:52:38ZExperimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires10.3390/ma142163051996-1944https://doaj.org/article/b280f1186c564ee39b411b6f83b24ad32021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6305https://doaj.org/toc/1996-1944The present study investigates, experimentally and numerically, the tensile behavior of copper-clad aluminum composite wires. Two fiber-matrix configurations, the conventional Al-core/Cu-case and a so-called architectured wire with a continuous copper network across the cross-section, were considered. Two different fiber arrangements with 61 or 22 aluminum fibers were employed for the architectured samples. Experimentally, tensile tests on the two types of composites show that the flow stress of architectured configurations is markedly higher than that of the linear rule of mixtures’ prediction. Transverse stress components and processing-induced residual stresses are then studied via numerical simulations to assess their potential effect on this enhanced strength. A set of elastic-domain and elastoplastic simulations were performed to account for the influence of Young’s modulus and volume fraction of each phase on the magnitude of transverse stresses and how theses stresses contribute to the axial stress-strain behavior. Besides, residual stress fields of different magnitude with literature-based distributions expected for cold-drawn wires were defined. The findings suggest that the improved yield strength of architectured Cu-Al wires cannot be attributed to the weak transverse stresses developed during tensile testing, while there are compelling implications regarding the strengthening effect originating from the residual stress profile. Finally, the results are discussed and concluded with a focus on the role of architecture and residual stresses.Alireza DashtiClément KellerBenoit VieilleAlain GuilletChristophe BouvetMDPI AGarticlewire drawingCu-Al composite wiresfinite element analysisTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6305, p 6305 (2021) |
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DOAJ |
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topic |
wire drawing Cu-Al composite wires finite element analysis Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85 |
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wire drawing Cu-Al composite wires finite element analysis Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85 Alireza Dashti Clément Keller Benoit Vieille Alain Guillet Christophe Bouvet Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
description |
The present study investigates, experimentally and numerically, the tensile behavior of copper-clad aluminum composite wires. Two fiber-matrix configurations, the conventional Al-core/Cu-case and a so-called architectured wire with a continuous copper network across the cross-section, were considered. Two different fiber arrangements with 61 or 22 aluminum fibers were employed for the architectured samples. Experimentally, tensile tests on the two types of composites show that the flow stress of architectured configurations is markedly higher than that of the linear rule of mixtures’ prediction. Transverse stress components and processing-induced residual stresses are then studied via numerical simulations to assess their potential effect on this enhanced strength. A set of elastic-domain and elastoplastic simulations were performed to account for the influence of Young’s modulus and volume fraction of each phase on the magnitude of transverse stresses and how theses stresses contribute to the axial stress-strain behavior. Besides, residual stress fields of different magnitude with literature-based distributions expected for cold-drawn wires were defined. The findings suggest that the improved yield strength of architectured Cu-Al wires cannot be attributed to the weak transverse stresses developed during tensile testing, while there are compelling implications regarding the strengthening effect originating from the residual stress profile. Finally, the results are discussed and concluded with a focus on the role of architecture and residual stresses. |
format |
article |
author |
Alireza Dashti Clément Keller Benoit Vieille Alain Guillet Christophe Bouvet |
author_facet |
Alireza Dashti Clément Keller Benoit Vieille Alain Guillet Christophe Bouvet |
author_sort |
Alireza Dashti |
title |
Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
title_short |
Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
title_full |
Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
title_fullStr |
Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
title_full_unstemmed |
Experimental and Finite Element Analysis of the Tensile Behavior of Architectured Cu-Al Composite Wires |
title_sort |
experimental and finite element analysis of the tensile behavior of architectured cu-al composite wires |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/b280f1186c564ee39b411b6f83b24ad3 |
work_keys_str_mv |
AT alirezadashti experimentalandfiniteelementanalysisofthetensilebehaviorofarchitecturedcualcompositewires AT clementkeller experimentalandfiniteelementanalysisofthetensilebehaviorofarchitecturedcualcompositewires AT benoitvieille experimentalandfiniteelementanalysisofthetensilebehaviorofarchitecturedcualcompositewires AT alainguillet experimentalandfiniteelementanalysisofthetensilebehaviorofarchitecturedcualcompositewires AT christophebouvet experimentalandfiniteelementanalysisofthetensilebehaviorofarchitecturedcualcompositewires |
_version_ |
1718432020397293568 |