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Stable room-temperature micron-scale crack growth in single-crystalline silicon

Published online by Cambridge University Press:  10 July 2017

Martin Guillermo Mueller*
Affiliation:
Laboratory of Mechanical Metallurgy, Institute of Materials, École Polytechnique Fédérale de Lausanne (EPFL), Lausanne CH-1015, Switzerland
Goran Žagar
Affiliation:
Laboratory of Mechanical Metallurgy, Institute of Materials, École Polytechnique Fédérale de Lausanne (EPFL), Lausanne CH-1015, Switzerland
Andreas Mortensen
Affiliation:
Laboratory of Mechanical Metallurgy, Institute of Materials, École Polytechnique Fédérale de Lausanne (EPFL), Lausanne CH-1015, Switzerland
*
a) Address all correspondence to this author. e-mail: martin.mueller@epfl.ch

Abstract

Room-temperature fracture along the (111) plane of silicon is probed at the micron-scale using chevron notched cantilever beams that enable stable crack growth before unstable fracture in successful tests. The main experimental observation is that a growing crack can extend and arrest at different stress intensity factor values within the same specimen. The present data thus provide evidence of variations in the effective Si fracture toughness along the path of a growing crack. This effect could be explained by variations in the extent of limited cracktip plasticity along the crack path. The present work also shows that the microscopic chevron notch test is, from an experimental point of view, an inconvenient method to probe the fracture toughness of silicon because it is difficult with silicon to nucleate a crack at the chevron tip at loads low enough to allow for subsequent stable crack growth.

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Type
Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © Materials Research Society 2017
Figure 0

FIG. 1. (a) General geometry of triangular micro-cantilevers prepared by FIB milling single crystal silicon (110) wafer. (b) STN (Sample S4, Table I) and (c) chevron notch (Sample C2, Table I) fracture surfaces of tested cantilevers (shaded in gray on the right-hand sketches). STNs are FIB-milled perpendicular to the $\left( {\bar 110} \right)$ plane, which preferentially removes material near the edges of the notch front. To account for that, the geometry of these samples is approximated in calculations as being chevron-like with a static crack length a = ap (see Sketch).

Figure 1

TABLE I. Geometrical parameters of straight-through (S1–S4) and chevron (C1–C3) notched cantilevers, as defined in Fig. 1.

Figure 2

FIG. 2. Force–displacement response of micro-cantilevers with STNs (STN Samples S1–S4, Table I). All data are corrected for additional displacement caused by tip indentation into the cantilevers.

Figure 3

FIG. 3. Force–displacement response of micro-cantilevers with chevron notch (CN Samples C1–C3, Table I). All data are corrected for displacements due to relative tip indentation into the cantilevers. Region of the response of chevron-notched cantilevers where the crack is growing is indicated with bold lines.

Figure 4

TABLE II. Experimentally measured fracture load Pc and compliance Ce, and calculated model compliance Cm, geometrical function gF, critical released elastic energy rate Gc and fracture toughness KIc for micro-cantilevers with a STN.

Figure 5

FIG. 4. (Top row) Linear elastic compliance C = u/P versus displacement u obtained from CN cantilever responses shown in Fig. 3 (only data indicated with a bold line are considered). (Bottom row) Calculated elastic strain energy release rate G versus measured displacement u. For convenience, right-hand scale corresponding to the stress intensity is indicated according to, ${K_1} = \sqrt {G{M_{(111)}}}$, where the elastic fracture factor of SC Si for (111) plane M(111) = 178 GPa.16 The dotted line indicates the critical compliance that corresponds to the critical crack length of the chevron-notched geometry.

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