Quantifying the resistance to dislocation glide in single phase FeCrAl alloy

Xu, Shun; Xie, Dongyue; Liu, Guisen; Ming, Kaisheng; Wang, Jian

doi:10.1016/j.ijplas.2020.102770

Quantifying the resistance to dislocation glide in single phase FeCrAl alloy

Journal Article · Mon May 11 00:00:00 EDT 2020 · International Journal of Plasticity

DOI:https://doi.org/10.1016/j.ijplas.2020.102770· OSTI ID:1848161

Xu, Shun ^[1]; Xie, Dongyue ^[2]; Liu, Guisen ^[3]; Ming, Kaisheng ^[2]; Wang, Jian ^[4]

Univ. of Nebraska, Lincoln, NE (United States); Univ. of Nebraska, Lincoln, NE (United States)
Univ. of Nebraska, Lincoln, NE (United States)
Univ. of Nebraska, Lincoln, NE (United States); Shanghai Jiao Tong Univ. (China). State Key Lab of Metal Matrix Composites
Univ. of Nebraska, Lincoln, NE (United States). Nebraska Center for Materials and Nanoscience

The resistance to dislocation glide associated with slip systems {110}<111> and {112}<111> in single phase FeCrAl alloy is measured via micromechanical testing in a scanning electronic microscopy at room temperature. Two important factors, the shape and orientation of a pillar, are discussed with respect to the glide resistance and stress-strain response. Maximizing Schmid factor of one specific slip system while minimizing others is recommended in order to diminish obvious dislocations-induced hardening during in-situ testing. Apparent Schmid factor analysis is conducted to select grains with preferred orientations. Two types of pillars with conventional cylindrical shape or dog-bone shape are tested under compression to estimate the resistance to dislocation glide and evaluate the effect of pillar shape on the compression stress-strain response. One dog-bone pillar is tested under tension to check the tension-compression isotropy of dislocation slip. We discover that the shape of a pillar to a smaller extent affects the measured resistance but strongly influences the stress strain response. Cylindrical pillars exhibit apparent hardening associated with early yielding due to stress or strain concentration at contact region, while dog-bone pillars show an obvious yielding and continuous shearing without hardening. The resistance is 220 MPa for slip system {110}<111> and 230 MPa for slip system {112}<111>. Finite element analysis is performed to account for the influence of pillar shape and contact condition on mechanical response.

View Accepted Manuscript (DOE)

Research Organization:: Univ. of Nebraska, Lincoln, NE (United States)

Sponsoring Organization:: USDOE; USDOE Office of Nuclear Energy (NE)

Grant/Contract Number:: NE0008787

OSTI ID:: 1848161

Alternate ID(s):: OSTI ID: 1643160

Journal Information:: International Journal of Plasticity, Journal Name: International Journal of Plasticity Journal Issue: C Vol. 132; ISSN 0749-6419

Publisher:: ElsevierCopyright Statement

Country of Publication:: United States

Language:: English

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36 MATERIALS SCIENCE
42 ENGINEERING
Dislocation
Engineering
FeCrAl
Glide resistance
Materials Science
Mechanics
Micropillar
Slip transmission

Quantifying the resistance to dislocation glide in single phase FeCrAl alloy

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