Based on the viscoelastic solution in a previous paper, a numerical analysis of a 20 m span (at the base) ice dome on a floating ice plate was conducted in order to predict the creep behavior theoretically. According to the numerical simulation, which assumes 4 days as the construction period, 100 cm as the plate thickness, 100 t as the total ring load and Jellinek & Brill's experimental values for the material constants of ice, very important results have been obtained for stress relaxation and the flooding problem during 8 days including the construction period. As for the stress relaxation, the maximum creep bending stress is 1.74 kg/cm
2, reduced to 60% of the elastic stress, while stress continues to decrease over time after completion under fixed load. It is predicted that the ice plate will offer adequate stability from the point of view of strength.
Meanwhile, displacement will reach about 1/10 of the plate thickness just before completion and some flooding will occur, but the rate of rise of water level will be 2 to 3cm/day, slow enough for freezing to occur through natural cooling, in fact it is expected that the gradual flooding will actually improve the dynamical performance of the ice plate. In other words, the water will freeze into good quality ice because of the low flooding speed. Therefore, it is concluded theoretically that a 20m span ice dome could be practically useful on a lake-ice plate for 2 to 3 months.
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