Abstract
This chapter is devoted to the behaviour of sea ice on civil engineering length and time scales. Several problems of the interaction between a coherent sea ice cover and an engineering structure are analysed. First, the problem of elastic response of floating ice during its short-time interaction (measured in seconds) with a rigid vertical structure is analysed, with the aim to evaluate horizontal forces that are exerted by ice on the structure during an elastic buckling failure of a floating ice plate under compressive and bending loadings. Next, ice–structure interaction events lasting for hours and days are investigated, in which the deformations of ice are dominated by its creep. Thus, the mechanism of creep buckling of a floating ice plate is analysed, with the purpose to estimate the magnitudes of forces acting on the structure until the time at which the flexural failure of the ice cover occurs. This s followed by the analysis of a dynamic impact of floating ice on a rigid structure, during which the floating ice behaves in a typically brittle manner.
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Staroszczyk, R. (2019). Sea Ice in Civil Engineering Applications. In: Ice Mechanics for Geophysical and Civil Engineering Applications. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-030-03038-4_4
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DOI: https://doi.org/10.1007/978-3-030-03038-4_4
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