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contributor authorWang, Yihe
contributor authorPoh, Leong Hien
date accessioned2017-11-25T07:18:56Z
date available2017-11-25T07:18:56Z
date copyright2017/25/5
date issued2017
identifier issn0892-7219
identifier otheromae_139_06_061501.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4235504
description abstractSloping structures are widely used in ice-infested waters because of their ability to reduce ice loading by inducing a bending failure in ice sheets. From model test data, a significant velocity effect on the breaking load of ice sheets has been reported. In this paper, the ice–fluid interaction process is investigated by adopting the Euler–Bernoulli beam theory for the ice sheet and the potential theory for the underlying fluid domain. Accounting for the inertia effect of the ice sheet and the hydrodynamics of sea water beneath the ice sheet, the results demonstrate a velocity effect on the ice breaking loads in-plane deformation, which compare well with the available model test data. Moreover, our model formulation and implementation is such that the solutions for different ice velocities can be obtained rapidly from the reference solution, which facilitates the development of a real-time simulator. It is also shown that the velocity effect depends on the ice compressive strength and the angle of sloping structure.
publisherThe American Society of Mechanical Engineers (ASME)
titleVelocity Effect on the Bending Failure of Ice Sheets Against Wide Sloping Structures
typeJournal Paper
journal volume139
journal issue6
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4036478
journal fristpage61501
journal lastpage061501-9
treeJournal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 006
contenttypeFulltext


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