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Statistical characteristics for the type and length of deformation-induced cracks in columnar-grain ice

Published online by Cambridge University Press:  20 January 2017

Lorne W. Gold*
Affiliation:
Institute for Research and Constrution, National Research Council of Canada, Ottawa, Ontario K1A 0R6, Canada
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Abstract

Observations are reported on cracks formed during compressive, unidirectional, constant-strain-rate deformation of columnar-grain ice. The axis of hexagonal crystallographic symmetry of each grain tended to be in the plane perpendicular to the long direction of the grains and to have a random orientation in that plane. For stress applied perpendicular to the long direction of the grains, the deformation was practically two-dimensional. It was found that the relative proportion of grain-boundary cracks increased with increasing strain rate, decreasing temperature and, for strain rate greater than 7 × 10−5s−1, with decreasing grain-size. Almost all the grain-boundary cracks had at least one edge at a triple point. For each test, the grain-boundary and transcrystalline crack lengths tended to have a log-normal distribution. The logarithmic mean crack length (LMCL) decreased with increasing strain rate, decreasing grain-size and decreasing temperature and tended to a constant value of 0.75 mm at 10°C. For grain-size of 3 mm or greater, the LMCL had a maximum at a strain rate of 10−5to 10−6S−1at −10°C. The LMCLs and the relative proportion of grain-boundary cracks tended to be normally distributed for given load conditions.

Information

Type
Research Article
Copyright
Copyright © The Author(s) 1997 
Figure 0

Table. 1. Linear regression equations and correlation coefficients for the ratio of grain-boundary cracks to total number of cracks for the nominal strain rate shown; d is in mm

Figure 1

Fig. 1. Grain-size dependence of the crack ratios, gb/tot and part/gb, for T = −10°С; total strain, εt(see Table 3). The equation for the linear regression line is given in Table 1.

Figure 2

Table. 3. Characteristics of the log-normal distribution for grain-boundary cracks for the constant-strain-rate tests at −10°C; is the nominal strain rate, εtis the total strain, σmis the maximum stress applied, d is the range in grain-size, N is the number of cracks, cis the LMCL and S.d. is the standard deviation of the log-normal distribution (ln (mm))

Figure 3

Fig. 2. Strain-rate dependence for the crack ratio, gb/tot, for given grain-size and constant strain-rate tests (T = −10°C) and constant-load tests (T = −9.5°C). The bars for the grain-boundary cracksfor the load condition σ = 1.2 MPa give the range in the ratio and the strain rate for 17 tests.

Figure 4

Fig. 3. Temperature dependence of the crack ratios, gb/tot and tr/gb; εt~ 6 × 10−4; grain-size in the range 2.9–6.2 mm.

Figure 5

Table. 2. The defining constants, M1and M2and the correlation coefficient, R, from an exponential curve to the differences, plotted on normal probability coordinates, between the actual and mean values of the ratio of grain-boundary to total cracks for the 17 tests with a constant stress of 1.2 MPa (T = −9.5°C), and for the actual and corresponding mean values determined from the grain-size dependence given in Table 1, for the constant-strain-rate tests (T = 10°C). Given also are the corresponding means and standard deviations (S.d.) from a statistical analysis of the differences; εt~ 6 × 10−4.

Figure 6

Fig. 4. The difference, plotted on normal probability coordinate, between the observed value of the crack ratio, gb/tot, for each test, and the mean value for the constant-load condition of σ = 1.2 MPa (T = −9.5°C), and the mean value, corresponding to the grain-size, determined from the linear regression equation for The lines were obtained by an exponential curve fit to the results; εt~ 6 × 10−4

Figure 7

Fig. 5. Grain-boundary crack lengths, plotted on log-normal probability coordinates, for one specimen at for all specimens in the grain-size range of 3–4 mm, and for all specimens in the grain-size range 5–6 mm, The maximum stress and range in maximum strain are given in Table 3for each rate; T = −10°C.

Figure 8

Fig. 7. Strain-rate dependence of the grain-boundary LMCL, c, for a given grain-size; T = −10°C for the constant-strain-ratetests; T = −9.5°C and d ~3 mm for the constant-load tests at 1.2 and 1.5 MPa; εt~ 6 × 10−4.

Figure 9

Table. 4. Linear regression equations and correlation coefficients, R, for the grain-size dependence of the LMCL, c(mm), for given nominal strain rate, εt~ 6 × 10−4; T = −10°C; d is in mm

Figure 10

Fig. 6. Dependence of the ln of the grain-boundary LMCL, c, on the ln of the grain-size, d, for the constant-strain-rate tests; individual values are shown for T = −10°С. The linear regression line is shown for each strain rate, and their equation and correlation coefficient are presented in Table 4.

Figure 11

Fig. 8. Temperature dependence of the grain-boundary LMCL, c; εt~6 × 10−4, and grain-size is in the range 3.2–6.2 mm. The linear regression line and its equation are presented, along with the correlation coefficient, R.

Figure 12

Fig. 9. Transcrystalline crack lengths, plotted on log-normal probability coordinates, for all specimens of grain-size > 5 mm, (º), and for all specimens of grain-size <5 mm, (•); εt~ 6 × 10−4; T = −10°C

Figure 13

Table. 5. Table. 5. LMCL, c, and standard deviation, S.d. (ln (mm)), for the log-normal distribution fit to the lengths of transcrystalline and grain-boundary cracks in data sets of specimens of grain-size, d, < 5 mm and > 5 mm, for given average strain rates and strain of about 6 × 10−4, except for stress of 0.8 MPa (εt= 35 × 10−4), stress of 0.7 MPa (εt~53 × 10−4) and Cole (1986)(εt>25 × 10−4); T = −10°C (constant-strain-rate tests), = −9.5°C (constant-load tests), = −5°C (Cole, 1986); Rt is the ratio of the transgranular mean crack length to the corresponding grain-boundary value

Figure 14

Table. 6. The defining characteristics, M1and M2, and the correlation coefficients, R, from an exponential curve fit to the differences, plotted on normal probability coordinates, between the test values of the grain-boundary logarithmic mean crack length and the corresponding mean value determined from the linear regression equations given in Table 4. Given also are the corresponding means and standard deviations (S.d.) from a statistical analysis of the differences; ε ~ 6 × 10−4; T = −10°C