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EurOCEAN 2000 - Vlaams Instituut voor de Zee

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• Ice Forces<br />

Ice forces have been measured at the<br />

lighthouse in two winters. In 1999 approx.<br />

500 MB raw data were recor<strong>de</strong>d during 60<br />

ice force events (ice-structure interactions)<br />

(Table 1). Unfortunately in mid March ’99<br />

some of the electronic cables of the ice load<br />

panels were ruptured by ice (cable<br />

protection channel was <strong>de</strong>stroyed). After in<br />

summer 1999 the measuring equipment was<br />

repaired, in winter <strong>2000</strong> approx. 3GB data<br />

were recor<strong>de</strong>d with all eight large and eight<br />

small panels working well. Time records of several ice force panels are shown in Fig. 1. The<br />

ice-structure interaction was covered by time lap vi<strong>de</strong>o cameras over 600 hours. Ice thicknesses<br />

were recor<strong>de</strong>d by sonar and by EM-log (Fig. 2).<br />

Even though the raw data are still being processed and analyzed the following results and<br />

conclusions can be drawn:<br />

(1) The largest level ice forces did occur when the ice cover had a large extent creating the<br />

confined state of stress within the ice. In this case the ice failed in crushing starting with<br />

horizontal splitting (cleavage) in the middle of the thickness. This was observed earlier by<br />

Hirayama et al. [1974 ] in laboratory tests and will be consi<strong>de</strong>red by the relevant numerical<br />

mo<strong>de</strong>l.<br />

(2) A further criterion for maximum ice forces is the simultaneous failure of the ice over a<br />

large area. This happened after the ice cover had been stopped and a static load could<br />

create a close contact between structure and ice (nearly 100%) due to plastic <strong>de</strong>formation.<br />

When in this case the static load increased until the ice cover failed at the lighthouse,<br />

maximum total ice forces were measured due to simultaneous ice failure at several panels.<br />

A <strong>de</strong>pen<strong>de</strong>ncy of effective ice pressure on the area/width of the structure has been<br />

obtained.<br />

(4) The effect of the strain rate (ice velocity) on the ice load has been i<strong>de</strong>ntified (lower ice<br />

loads at higher velocity).<br />

(5) Unconsolidated pressure ridges did cause only a slight increase in the ice load.<br />

Numerical Mo<strong>de</strong>lling<br />

• Ice Structure Contact Mo<strong>de</strong>l<br />

VTT in cooperation with the State University of St. Petersburg have <strong>de</strong>veloped a 2-D mo<strong>de</strong>l to<br />

simulate the splitting process at the ice edge including horizontal cleavage cracks and<br />

483

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