Effect of strain-rate on the deformation response of D03-ordered Fe3Al

被引:17
|
作者
Janda, D. [1 ]
Ghassemi-Armaki, H. [1 ]
Bruder, E. [2 ]
Hockauf, M. [3 ]
Heilmaier, M. [4 ]
Kumar, K. S. [1 ]
机构
[1] Brown Univ, Sch Engn, Providence, RI 02912 USA
[2] Tech Univ Darmstadt, Dept Mat Sci, Div Phys Met, D-64287 Darmstadt, Germany
[3] Chemnitzer Werkstoff & Oberflachentech GmbH, D-09119 Chemnitz, Germany
[4] Karlsruhe Inst Technol, Inst Appl Mat IAM WK, D-76131 Karlsruhe, Germany
关键词
Iron aluminide; Strain rate; Shear localization; Twinning; Work-hardening; ADIABATIC SHEAR BANDS; IRON-ALUMINUM ALLOYS; AL SINGLE-CRYSTALS; YIELD STRESS; FLOW-STRESS; BEHAVIOR; PSEUDOELASTICITY; TEMPERATURE; STEEL; NB;
D O I
10.1016/j.actamat.2015.11.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The mechanical response of centrifugally cast Fe(3)A1 with the composition Fe-27A1 (at.%) containing microalloying additions of Nb, Zr, C, and B was investigated over a wide range of strain rates between 10(-4) and 10(3) s(-1) at room temperature. Tests were carried out in compression using a (i) screw-driven load frame, (ii) drop impact tester, and (iii) split-Hopkinson pressure bar at quasi-static, intermediate and dynamic strain rates respectively. Post deformation analysis was carried out by DSC, SEM/EBSD, TEM and micropillar deformation. In all instances, the stress-strain curves show initial hardening (-first 5% plastic strain) followed by a plateau in stress. A loss in work-hardening occurs at the highest strain rates examined (>10(3) s(-1)) and is likely associated with shear localization; in addition, (2 11) [11 1]-type twinning was observed at these high strain rates at room temperature. This observation is in line with previous theoretical calculations of the antiphase boundary (APB) energy. The consequence of a continuously increasing yield stress with strain rate and a loss in work hardening at the highest strain rates together yields a maximum in flow stress at the intermediate strain rate. (c) 2015 Acta Materialia Inc. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:909 / 918
页数:10
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