About

Log in?

DTU users get better search results including licensed content and discounts on order fees.

Anyone can log in and get personalized features such as favorites, tags and feeds.

Log in as DTU user Log in as non-DTU user No thanks

DTU Findit

Journal article

Tidal bending of glaciers: a linear viscoelastic approach

From

Department of Civil Engineering, Technical University of Denmark1

Department of Electrical Engineering, Technical University of Denmark2

Geological Survey of Denmark and Greenland3

Arctic Technology Centre, Centers, Technical University of Denmark4

In theoretical treatments of tidal bending of floating glaciers, the glacier is usually modelled as an elastic beam with uniform thickness, resting on an elastic foundation. With a few exceptions, values of the elastic (Young's) modulus E of ice derived from tidal deflection records of floating glaciers are in the range 0.9-3 GPa.

It has therefore been suggested that the elastic-beam model with a single value of E approximate to 1 GPa adequately describes tidal bending of glaciers.In contrast, laboratory experiments with ice give E =93 GPa, i.e. 3-10 times higher than the glacier-derived values. This suggests that ice creep may have a significant influence on tidal bending of glaciers.

Moreover, detailed tidal-deflection and tilt data from Nioghalvfjerdsfjorden glacier, northeast Greenland, cannot be explained by elastic-beam theory. We present a theory of tidal bending of glaciers based on linear viscoelastic-beam theory. A four-element, linear viscoelastic model for glacier ice with a reasonable choice of model parameters can explain the observed tidal flexure data.

Implications of the viscoelastic response of glaciers to tidal forcing are discussed briefly.

Language: English
Publisher: International Glaciological Society
Year: 2003
Pages: 83-89
ISSN: 17275644 and 02603055
Types: Journal article
DOI: 10.3189/172756403781815663

DTU users get better search results including licensed content and discounts on order fees.

Log in as DTU user

Access

Analysis