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Laboratory experiments to study ice-induced vibrations of scaled model structures during their interaction with level ice at different ice velocities

机译:实验室实验研究比例模型结构在不同冰速下与水平冰相互作用时由冰引起的振动

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A simplified model of a typical bottom-founded structure was forced through ice sheets in a laboratory experiment to study ice-induced vibrations. The ice forces exerted on the structure are identified in conjunction with the response of the entire structure using a joint input-state estimation algorithm. Novel insights into ice-induced vibration phenomena are obtained by comparing, on different time scales, measured and estimated response quantities and forces/pressures. First, the identified forces, ice velocities and time-frequency maps of the measured responses are presented for a series of ice-induced vibration tests. It is shown that the ice forces excite more than one mode of the structure and that the transition ice velocity at which the vibrations shift from the first to the second mode increases with reduced foundation stiffness and reduced superstructure mass. Second, a detailed analysis of the interaction between the structure and the ice edge is performed on a smaller time scale by comparing the locally measured pressures at the ice-structure interface to the identified structural responses and forces. It is shown that structural vibrations at a frequency higher than the dominant vibration frequency cause cyclic loading of the ice edge during intermittent crushing. These vibrations led to an increasing loading rate prior to ice failure. During an event that shows the tendencies of frequency lock-in vibrations, the structural response was dominated by a single vibration frequency. (C) 2015 Elsevier B.V. All rights reserved.
机译:在实验室实验中,一个典型的底部发现结构的简化模型被迫通过冰盖,以研究冰引起的振动。使用联合输入状态估计算法,结合整个结构的响应来识别施加在结构上的冰力。通过在不同的时间尺度上比较测量和估计的响应量以及力/压力,可以获得对冰引起的振动现象的新颖见解。首先,针对一系列冰诱发的振动测试,给出了确定的力,冰速度和测得的响应的时频图。结果表明,冰力激发了结构的一种以上模式,并且振动从第一模式转变为第二模式的过渡冰速度随着基础刚度的减小和上部结构的质量的减小而增加。其次,通过将冰结构界面处的局部测量压力与确定的结构响应和力进行比较,可以在较小的时间范围内对结构与冰边缘之间的相互作用进行详细分析。结果表明,在间歇性压碎过程中,结构振动的频率高于主振动频率,会导致冰缘的循环载荷。这些振动导致冰破裂之前的加载速率增加。在显示频率锁定振动趋势的事件中,结构响应受单个振动频率支配。 (C)2015 Elsevier B.V.保留所有权利。

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