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A PRELIMINARY ANALYSIS OF MOLIKPAQ LOCAL ICE PRESSURES AND ICE FORCES AT AMAULIGAK I-65

机译:Amauligak I-65莫利波克局部冰压力和冰力的初步分析

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The Amauligak I-65 deployment of the Molikpaq for the winter of 1985/86 provides a good source of local pressure data and a basis for estimating global loads on a wide structure. Data including Medof panel pressures and hourly ice conditions at Molikpaq have been extracted from the "Catalogue of Local Ice Pressures" (CLIP) database. Pressures as high as 10 MPa were experienced on small areas; on areas greater than 3 m~2, peak pressures are less than 2 MPa. A method is presented for the calculation of peak loads on the north and east faces, using local ice loads to obtain estimates of global face loads. Extreme values of global ice loads were of the order of 200 MN, with most ice forces during the season being much lower. Thicker ice generally corresponds to higher ice loads on both the east and north faces. However for the thickest ice, lower than expected forces were calculated for the faces of the structure. This could be due to less ice drift (and lower exposure) for very thick ice.
机译:1985/86年冬季的Amauligak I-65部署Molikpaq提供了良好的局部压力数据来源,以及估算全球载荷的基础。包括MEDOF面板压力和MOLIKPAQ的每小时冰条件的数据已从“本地冰压缩”(CLIP)数据库的“目录”中提取。高达10 MPa的压力在小区域经历;在大于3 m〜2的区域上,峰值压力小于2MPa。提供了一种用于计算北方和东面上的峰值负荷的方法,使用本地冰负荷获得全局面部负荷的估计。全球冰块的极端值为200毫米,季节中大多数冰力较低。较厚的冰通常对应于东部和北面上的较高冰负荷。然而,对于最厚的冰,针对结构的面部计算了低于预期的力。这可能是由于非常厚的冰块的冰漂移(和较低的曝光)。

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