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The effects of Ca++ on the strength of polycrystalline ice

Published online by Cambridge University Press:  22 July 2016

KEVIN HAMMONDS*
Affiliation:
Thayer School of Engineering at Dartmouth College, Hanover, NH, USA
IAN BAKER
Affiliation:
Thayer School of Engineering at Dartmouth College, Hanover, NH, USA
*
Correspondence: Kevin D. Hammonds <kevin.d.hammonds.th@dartmouth.edu>
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Abstract

Recent studies have suggested a physical link between Ca++ ions and an increase in the ductility or ‘softening’ of polycrystalline ice. In order to investigate the potential effects of Ca++ on deformation, we created sets of both undoped and CaSO4-doped specimens of polycrystalline ice for testing in uniaxial tension or compression. Deformation tests in tension were carried out under a constant load at an initial stress of 0.75 MPa and a temperature of −6°C. Compression tests were carried out at −10 and −20°C at constant strain rates of 1×10−4 s−1, 1 × 10−5 s−1 and 1 × 10−6 s−1 and taken to 5% strain. Our results show that CaSO4 increases the strength of polycrystalline ice at higher strain rates and lower temperatures, an effect that decreases with decreasing strain rate and higher temperatures. A microstructural analysis of the post-test compression specimens reveals mean grain diameters much larger in the CaSO4-doped specimens tested at the lowest applied strain rate of 1 × 10−6 s−1. Precipitates were found to have formed along grain boundaries in some doped specimens and evidence of intergranular fracture was observed in all specimens tested at 1 × 10−4 and 1 × 10−5 s−1. In tension-tested specimens, there was no difference in the mean grain diameter between doped and undoped specimens at 25% strain.

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Papers
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 © The Author(s) 2016
Figure 0

Fig. 1. Initial microstructure of a cylindrical specimen prepared for mechanical testing as viewed through crossed polarizing filters. Mean grain diameters were typically of the order of 1 mm.

Figure 1

Fig. 2. ‘Dogbone’ shaped specimens of polycrystalline ice were made such that the gage height to diameter ratio would always be 3:1, with an average grain size of 1 mm.

Figure 2

Fig. 3. The constant load tension (creep) testing apparatus was designed such that doped and undoped specimens could be tested simultaneously side-by-side. Initial applied loads were 38 kg or ~0.75 MPa. The maximum measurable strain that can be achieved with this setup is ~30%.

Figure 3

Fig. 4. Results from all compression tests conducted at −10°C and constant strain rates of 1 × 10−4, 1 × 10−5 and 1 × 10−6 s−1.

Figure 4

Fig. 5. Results from all compression tests conducted at −20°C and constant strain rates of 1 × 10−5 and 1 × 10−6 s−1.

Figure 5

Table 1. Mean peak stress $\overline {\sigma _{{\rm ps}}} $ and mean flow stress $\overline {\sigma _{{\rm fs}}} $ from test results given in Figures 2, 3

Figure 6

Fig. 6. Mean of flow stresses from all tests (at 5% strain) plotted as a function of the applied constant strain rate at temperatures of −10 and −20°C.

Figure 7

Table 2. Strain-rate sensitivity m and stress exponent n given as a function of $\overline {\sigma _{{\rm fs}}} $ (see Table 1)

Figure 8

Fig. 7. Results from four creep tests conducted at −6°C showing little difference between pure ice and ice doped with Ca++ in (a) true strain as a function of time and (b) strain rate as a function of true strain.

Figure 9

Fig. 8. Post-test polarized light images of thin sections taken from specimens tested in uniaxial compression at constant strain rates of 1 × 10−4, 1 × 10−5 and 1 × 10−6 s−1. All tests were terminated at 5% strain.

Figure 10

Fig. 9. Comparison of mean grain diameter between compression-tested specimens at 5% strain following constant strain-rate compression tests of 1 × 10−4, 1 × 10−5 and 1 × 10−6 s−1.

Figure 11

Fig. 10. Polarized light images of thin sections taken from specimens tested in uniaxial tension under a constant load of 38 kg (0.75 MPa initial stress). Tests were terminated near 25% strain.

Figure 12

Fig. 11. Image collected from a SEM in backscattered electron mode showing intergranular fracture and precipitation at grain boundaries in a compression-tested specimen taken to 5% strain under a constant strain rate of 1 × 10−4 s−1. Precipitates in this image were predominantly that of NaCl, as shown with the spectra (right) collected with EDS.

Figure 13

Fig. 12. Image collected from a SEM in backscattered electron mode showing precipitation at grain boundaries in a creep-tested specimen taken to 25% true strain under a constant load of 38 kg (0.75 MPa initial stress). Precipitates in this image were predominantly that of CaSO4, as shown with the spectra (right) collected with EDS, while only O could be detected in the inner matrix of the grain.