冰非均质性对倾斜结构弯曲破坏的影响模型

A. Simakina, P. Zvyagin, Mikhail Drepin
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引用次数: 0

摘要

模型冰试验通常用于初步评价设计的近海结构物的冰质。尽管模型冰在人工浮冰上的特性是恒定的,但有时不同的实验结果不仅可以用测量误差来解释。本文描述了冰梁弯曲破坏模型试验中断裂点的不同位置。为了解释观测到的效应,本文提出了浮冰弹性模量的非均质性假设。本文考虑了非均质面积对冰梁断裂点位置可能产生的影响问题。据此,提出了悬臂梁和弹性基础上的非恒定杨氏模量平面模型。这些模型以有限差分近似的形式进行了数值模拟,以研究这一问题。采用弹性模量非均匀性的弹性基础上的悬臂梁和平面数值解,观察到当弹性模量非均匀性发生在接触区域附近时,断裂点的位置发生了明显的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Model for Ice Heterogeneity Affecting Bending Failure Against An Inclined Structure
Experiments with model ice are usually carried out for preliminary assessment of ice qualities of designed offshore structures. Despite the fact that properties of model ice across artificial floe are constant, sometimes various experimental results can be explained not only by measurement errors. The paper describes various positions of breaking points in a number of model experiments with an ice beam flexural failure. To explain the observed effect, the article suggests the hypothesis on heterogeneity of elastic modulus of an ice floe. The article considers a problem of possible influence of the area of heterogeneity on the position of an ice beam breaking point. Thus, the models of a cantilever beam and a plane lying on an elastic foundation with inconstant Young’s modulus are suggested. These models in form of their approximations by finite differences are applied for making numerical simulations in order to investigate the problem. With the numerically obtained solutions of a cantilever beam and a plane on an elastic foundation with employed inhomogeneity of elastic modulus, the study observed noticeable change in the position of the breaking point when such inhomogeneity occurred close to the contact area.
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