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ICE INDUCED FREQUENCY LOCK-IN VIBRATIONS - CONVERGING TOWARDS CONSENSUS

机译:冰诱导频率锁定振动 - 融合到共识

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A moving ice field or ice feature hitting a fixed offshore structure will cause different ice load actions as ice can be breaking in different ways depending on ice velocity. At low ice velocities loads are pseudo static or intermittent load fluctuations, and at high ice velocities exhibit random variations. In between is a velocity range where the most severe dynamic ice loading on structure may occur: the frequency lock-in range where ice failures repeat continuously close to a natural frequency in a resonant type of a loading. The capricious frequency lock-in vibrations were encountered already 50 years ago, but even now, the true understanding of the ice-structure interaction based on physical and mechanical properties of both the ice and the structure are not fully understood. Recent advances in scale model testing and numerical analysis of measurement results provide deeper insight on what is really happening in dynamic ice-structure interaction. This development provides a refined understanding on the phenomena during ice failure process against the structure, and how the structure is responding. The final proof is still ahead: acquiring dedicated full-scale data to verify the findings of scale-model tests and the predictions of numerical analysis.
机译:击中固定的海上结构的移动冰场或冰功能将导致冰载动作,因为冰可以根据冰速度以不同的方式破坏。在低冰速度下,负载是伪静态或间歇式负载波动,并且在高冰速上表现出随机变化。介于两者之间的速度范围,可能发生在结构上最严重的动态冰加载:频率锁定范围,其中冰失效在谐振类型的荷载中连续地靠近固有频率。在50年前遇到了反复频率的频率锁定振动,但即使现在,基于冰和结构两者的物理和机械性能,对冰结构相互作用的真实理解也不完全理解。测量模型测试的最新进展和测量结果的数值分析提供了更深入的了解动态冰结构相互作用中的实际情况。该开发在冰故障过程中对结构的现象提供了精致的理解,以及该结构如何响应。最终证据仍在前进:获取专用的全尺度数据,以验证规模模型测试的结果和数值分析的预测。

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