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Strength of Bonds between Ice Grains after Short Contact Times

Published online by Cambridge University Press:  20 January 2017

H. Gubler*
Affiliation:
Eidg. Institut für Schnee-und Lawinenforschung, 7260 Weissfluhjoch/Davos, Switzerland
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Abstract

The tensile force required to break bonds between ice grains after short contact times (1–500 s) is measured as a function of temperature and contact pressure. The results indicate a sharp increase of the tensile load capacity of bonds alter short contact times near the melting point and a maximum rate of increase of the load capacity at −5 °C. The initial state or sintering is modelled, assuming viscous surface flow and plastic deformation as the main mechanisms.

Résistance à la traction des ponts entre des billes de glace après des temps de contact courts. La force de traction nécessaire pour rompre les ponts entre des billes de glace, après des temps de contact courts (1–500 s), est mesurée en fonction de la température et de la pression au contact. Les résultats montrent une augmentation sensible de la portance des ponts après des brefs temps de contact à des températures voisinant le point de fusion, ainsi qu’un taux d’accroissement maximum de la portance à −5 °C. La phase initiale de la croissance des ponts est simulée en admettant un flux visqueux à la surface et une déformation plastique au contact.

Zusammenfassung

Zusammenfassung

Festigkeit von Bindungen zwischen Eiskörnern noch kurzen Kontaktzeiten. Die Tragfähigkeit von Bindungen zwischen Eiskörnern nach kurzen Kontaktzeiten (1–500 s) wird in Abhängigkeit von der Temperatur und dem Kontaktdruck gemessen. Die Resultate zeigen einen deutlichen Anstieg der Tragfähigkeit der Bindungen nach kurzen Kontaktzeiten bei Temperaturen nahe dem Schmelzpunkt sowie eine maximale Zunahmesrate der Tragfähigkeit bei −5 °C. Die Anfangsphase des Zusammensinterns wird unter Annahme von viskosem Oberflächenfluss und plastischer Deformation simuliert.

Information

Type
Research Article
Copyright
Copyright © International Glaciological Society 1982
Figure 0

Fig. 1. Basic experimental setup.

Figure 1

Table I. Details or Measurements

Figure 2

Fig. 2. Fracture force versus compression pulse length t at a temperature of −10 °C. The straight lines are the power law fits for increasing and decreasing t and the whole run.

Figure 3

Fig. 3. β↑ as a function of the negative temperature δ[|°C|] fitted with a seventh order polynomial. The corresponding curves for β↓ and β are also included.

Figure 4

Fig. 4. α↑ as a function of δ fitted with a logarithmic function of δ for δ < 1 deg and a third degree polvnorninal δ ≧ 1 deg.

Figure 5

Fig. 5. Bond geometry.

Figure 6

Fig. 6. Thickness of the transition layer as a function of temperature δ.

Figure 7

Fig. 7. Flow diagram for the numerical solution.

Figure 8

Fig. 8. Calculated bond radius rb(t) for temperature between −0.1 °C and −40 °C and a compression pulse amplitude of 10−2 N.A: total bond radius. B: radius of refrozen bond.

Figure 9

Fig. 9. Tensile fracture force FT = σ1πr2b as a function of temperature δ(2) for t = 1 s, F = 10−2 N. Included are the measured data for ᾱ.

Figure 10

Fig. 10. Calculated fracture force FT as a function of the compression amplitude F for contact times t = 20 s, T = 263 K. The band shows the range of the measured data (Table I, type B).

Figure 11

Fig. 11. Calculated and measured values of β(δ) for compression forces F = 10−2 N and compression pulse lengths 1 s < t < 1 000 s. Measured data β (Table I, type A); calculated data.2: σy = 106 N m−2, 3: σy = 1.8 × 106 N m−2, 4: σy = 4 × 106 N m−2, 5: Flux regime Equation (30c).