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Analysis of the ice destruction mechanism in the interaction of level ice fields with sloping profile structures

机译:倾斜型材结构水平冰场相互作用的冰毁灭机制分析

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摘要

This article describes the further development of the author's method ofice loads dynamic calculation, outlined earlier in the articles (Bolshevand Frolov, 2019, 2020). Ice loads are calculated using mathematicalsimulations of the dynamics of ice and structures in time domain.Special model tasks of ice destruction are considered. The mechanismsof ice failure, which may include bending and rubbling, are analyzed inthe process of modelling. The article considers the conditions whendifferent modes of failure become predominant and provides simulationexamples illustrating interaction of level ice with a conical barrier. Forsome of the considered structures and ice fields boundary values ofparameters are found at which the prevailing failure mechanismchanges.This article also presents a comparison of ice loads on inclined profilestructures obtained in various experimental studies and the author'scalculation method. A good agreement between the experimental andcalculated data is shown.
机译:本文介绍了作者方法的进一步发展冰负荷动态计算,在文章之前概述(Bolshev和Frolov,2019,2020)。使用数学计算冰负荷时域中冰和结构动态的模拟。考虑了冰毁灭的特殊模型任务。机制分析了可能包括弯曲和卷曲的冰故障建模过程。文章考虑了条件不同的失败模式成为主要的,并提供模拟示出用锥形屏障的水平冰的相互作用的实例。为了一些考虑的结构和冰场边界值找到参数,其现行的故障机制变化。本文还提出了倾斜轮廓上的冰负荷的比较在各种实验研究中获得的结构和作者计算方法。实验和实验之间的良好一致性显示了计算的数据。

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