单相FeCrAl合金位错滑动抗力的定量研究

Shun Xu, D. Xie, Guisen Liu, Kaisheng Ming, Jian Wang
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引用次数: 21

摘要

摘要:采用扫描电镜在室温下测量了单相FeCrAl合金{110}和{112}滑移体系对位错滑动的抗力。两个重要的因素,形状和方向的支柱,讨论了关于滑动阻力和应力-应变响应。在现场测试中,为了减少明显的位错诱发硬化,建议将某一特定滑移系统的施密德系数最大化,同时将其他滑移系统的施密德系数最小化。通过表观施密德因子分析,优选取向晶粒。采用常规圆柱形和狗骨形两种类型的矿柱进行压缩试验,评估了矿柱的位错滑动抗力,并评价了矿柱形状对压缩应力-应变响应的影响。对一根狗骨柱进行了拉伸试验,检查了位错滑移的张压各向同性。结果表明,柱形对测得阻力影响较小,但对应力应变响应影响较大。圆柱柱由于接触区应力或应变集中表现出明显的硬化和早期屈服,而狗骨柱表现出明显的屈服和连续剪切,但没有硬化。滑移系统{110}的阻力为220 MPa,滑移系统{112}的阻力为230 MPa。通过有限元分析,考虑了柱形和接触条件对力学响应的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantifying the Resistance to Dislocation Glide in Single Phase FeCrAl Alloy
Abstract The resistance to dislocation glide associated with slip systems {110} and {112} 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 find 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} and 230 MPa for slip system {112} . Finite element analysis is performed to account for the influence of pillar shape and contact condition on mechanical response.
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