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A CONCEPT DESIGN FOR A MESO-SCALE FLOATER TO MEASURE DOWNWARD BENDING FAILURE ICE LOADS

机译:用于测量向下弯曲失效冰负荷的中间鳞片浮动的概念设计

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When designing a floating structure for regions where sea ice may occur, it is imperative to have an accurate prediction of the ice loads. Currently there is a big difference in predicted forces between several prediction methods. There is little full-scale load data to verify existing methods. Furthermore, it is not fully clear how well small-scale ice tank experiments can be scaled to full-scale. Force measurements on a meso-scale structure could bridge the gap between small-scale measurements and full-scale data. Results could be used to verify existing load models and develop new ones. This paper presents a concept design for a moored omnidirectional floating buoy with downward sloping sides to measure ice bending failure loads in field conditions. A numerical ice-buoy model is developed to optimise the design and to examine buoy behaviour when loaded by ice. The results show that for a shallow draft design a minimum waterline diameter of 8 m is needed to have ice bending failure up to an ice thickness of 0.6 m. In thicker ice, the buoy will incline too much and the ice will no longer fail in bending. To ensure the safety of the buoy design, a load limiting mechanics based on submersion of the buoy is proposed. This can limit the ice loads in ice thicker than 0.6 m.
机译:在为可能发生海冰的地区设计浮动结构时,必须具备对冰负荷的精确预测。目前,几种预测方法之间的预测力存在很大差异。很少有全面的负载数据来验证现有方法。此外,没有完全清楚小规模的冰箱实验如何缩放到满量程。 Meso级结构上的力测量可以弥合小规模测量和全尺度数据之间的差距。结果可用于验证现有的负载模型并开发新的。本文介绍了与向下倾斜侧面的停泊的全向浮动浮标的概念设计,以测量现场条件下的冰弯曲载荷。开发了一种数值冰浮标模型以优化设计并在冰装载时检查浮标行为。结果表明,对于浅草稿设计,最小水线直径为8米,冰弯曲失效达到0.6米的冰厚度。在较厚的冰上,浮标将倾斜太多,冰不会在弯曲中失败。为确保浮标设计的安全性,提出了一种基于浮标浸没的载荷限制力学。这可以限制冰厚度小于0.6米的冰块。

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