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Microcompression tests of single-crystalline and ultrafine grain Bi2Te3 thermoelectric material

Published online by Cambridge University Press:  26 June 2015

Jon Ander Santamaría*
Affiliation:
CEIT and TECNUN, Universidad de Navarra M. de Lardizabal, 20018 San Sebastián, Spain
Jon Alkorta
Affiliation:
CEIT and TECNUN, Universidad de Navarra M. de Lardizabal, 20018 San Sebastián, Spain
Javier Gil Sevillano
Affiliation:
CEIT and TECNUN, Universidad de Navarra M. de Lardizabal, 20018 San Sebastián, Spain
*
a)Address all correspondence to this author. e-mail: jasantamaria@ceit.es

Abstract

Highly textured, ultrafine grain pure Bi2Te3 has been obtained by applying large-strain high-pressure torsion (HPT) to hot-pressed (HP) coarse grain material. Its thermal conductivity is significantly smaller than the conductivity of HP Bi2Te3, and its crystallographic texture and mechanical properties significantly improved. The mechanical properties of both, coarse grain and ultrafine grain, samples have been assessed by compression tests of 2 µm diameter micropillars machined by focused ion beam. The micropillars built from coarse grain samples are single crystalline, those built from ultrafine grain materials are an order of magnitude larger than their grain size. The test results put in evidence the elastic and plastic anisotropy of Bi2Te3 and the significant strengthening and toughening effect of ultrafine grain refining. For instance, after an equivalent strain of about 100, the Vickers hardness (in kg mm−2) increases from 60 to 120. Simultaneously, about a 40% reduction of the thermal conductivity has been measured, and a very strong basal texture is developed normal to the torsion axis. Such combination of properties looks very promising for simultaneously enhancing the thermoelectric figure of merit and the mechanical reliability of Bi2Te3-based alloys through HPT processing.

Information

Type
Review
Copyright
Copyright © Materials Research Society 2015 
Figure 0

TABLE I. Crystallographic orientations of the micropillars. Euler angles, Bunge convention.

Figure 1

FIG. 1. (a) A 2 μm diameter microcompression sample machined into a Bi2Te3 single-crystal. (b) Scheme of the approximate geometry for FIB-milled microcompression sample.

Figure 2

FIG. 2. Scheme and FEM discretization used in the FEM simulations.

Figure 3

TABLE II. Range of parameters explored in the FEM simulations.

Figure 4

FIG. 3. FEG-SEM images of disk subsurfaces: (a) HP sample (100 µm scale bar). (b) HPT sample, disk rim after 5 revolutions at 150 °C (3 µm scale bar).

Figure 5

FIG. 4. 0001 and $11\bar 20$ pole figures of HPT sample. The pole figure is projected on the disk plane of the sample. A very strong 0001 fiber textured is observed.

Figure 6

FIG. 5. Engineering stress–strain curves and SEM images of deformed micropillars for the studied 3 orientations. (a, b) G orientation, (c, d) B orientation, and (e, f) R orientation.

Figure 7

FIG. 6. Contour plot (stereographic projection) of the Young's modulus of Bi2Te3 at 300 K calculated based on the elastic constants measured by Jenkins.6

Figure 8

TABLE III. Analytically expected Young's modulus of simulated pillars using the Sneddon's correction without and with a misalignment degree of 2° (Emis0° and Emis2°). Experimentally obtained modulus calculated using the loading (Eload) and unloading (Eunload) slope. Apparent yield stress measured using the 0.2% offset method (σy0.2%).

Figure 9

FIG. 7. Plastic stress–strain curves of the three orientations. Red color corresponds to R orientation, green color to G, and blue color to B. The dashed lines correspond to FEM simulations assuming an ideal plastic behavior.

Figure 10

FIG. 8. Engineering stress–strain curves of the UFG pillars. Black color corresponds to S orientation and magenta color to CS.

Figure 11

FIG. 9. Plastic stress–strain curves of the UFG pillars. Black color corresponds to S orientation and magenta color to CS. The dashed lines correspond to FEM simulations assuming an ideal plastic behavior. In the case of S orientation, a strong strain hardening is observed, while in CS orientation, a softening behavior is observed.

Figure 12

FIG. 10. FEG-SEM images of the UFG pillars after performing the microcompression test: (a) S orientation and (b) CS orientation.

Figure 13

FIG. 11. Vickers hardness against imposed equivalent torsional strain for HPTed sample.

Figure 14

FIG. 12. Temperature dependence of thermal conductivity for HP (blue squares) and HPT (red squares) samples.