Title of article :
Vertical penetration of floating ice sheets
Author/Authors :
Devinder S. Sodhi، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 1998
Pages :
20
From page :
4275
To page :
4294
Abstract :
Existing failure criteria for the bearing capacity of floating ice sheets predict the load for the occurrence of the first radial crack or a circumferential crack, when the maximum stress obtained from an elastic analysis in the ice equals the tensile strength. From full-scale and small-scale tests. the ultimate load to cause complete penetration of a floating ice sheet is much higher than that to cause the first radial crack. This can be attributed to wedging action during deformation of a radially cracked ice sheet. We present three approaches taken to determine the ice penetration force : (1) plastic limit analysis, (2) small-scale experiments, and (3) full-scale measurements in the field. Small-scale experiments were conducted with freshwater ice in the basin at the laboratory to understand the wedging action during the vertical loading of floating ice sheets. Results of the following series of experiments are presented : (a) beams with fixed ends, (b) paired cantilever beams arranged free-end to free-end and loaded together, (c) beams with an apparatus inserted between the free ends of paired cantilever beams to measure the in-plane force during vertical loading, and (d) vertical downward loading of floating ice sheets with fixed and free boundaries. Analysis of the data from the beam tests reveals that the wedging action results in the development of wedging pressure in the top or bottom third of the ice thickness, and this results in a resisting moment that counters the deformation of a cracked ice sheet. An ice sheet attached to the basin wall inhibits the propagation of radial cracks because of the wedging action, whereas an ice sheet free at the edges from the surrounding ice sheet fails by the propagation of radial cracks all the way to the ice sheet’s free boundary. The difference between the two breakthrough loads of the free and the fixed ice sheets can be attributed to wedging action. The results of the beam tests are used in the results of plastic limit analysis to predict the breakthrough loads of floating ice sheets, which are in agreement with loads measured during full-scale and small-scale experiments. 0 1998 Elsevier Science Ltd. All rights reserved.
Journal title :
International Journal of Solids and Structures
Serial Year :
1998
Journal title :
International Journal of Solids and Structures
Record number :
446514
Link To Document :
بازگشت