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TOWARD A HOLISTIC LOAD MODEL FOR STRUCTURES IN BROKEN ICE

机译:朝着破碎中的结构的整体载荷模型

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Over the past decade we have seen an increase in marine operations in Arctic waters. Despite research and work on several offshore standards and ship rules, the ice loads on fixed and floating structures are not fully understood. We are still a long way from being able to formulate standards and rules strictly from theory. If physical ice management is involved, where icebreakers reduce floe sizes and break ridges upstream of the floating structure, we are thus given a possibility to define/design our structure's working ice environment. Different from level ice and ice ridges, the design codes do not provide standard procedures for calculating actions on offshore structures from broken ice fields. Engineers still have to utilize available full-scale data, to use empirical formulae and to perform physical and numerical modelling in order to give answers to practical problems. Within this context, there is a strong interest to develop 'predictive' tools that will allow new structures to be optimized so as to minimize ice loadings and to evaluate operational performance prior to final design verification in an ice test basin. This paper presents several semi-analytical solutions that are useful to model interaction between floe ice and structures. Our ambition is to support the development of multi-body numerical simulators that incorporate rigid-body dynamics, hydrodynamics and ice mechanics in a three-dimensional space. Furthermore, as an extension to a previously developed map of competing failure modes of ice floes, we delineate a new map that includes ice crushing depth distribution for the dominant ice failure modes. This new map is based on observations of ice failure in contact with floating ship-shaped structures in level ice and in low ice concentrations. Localized crushing (as the major bridge between initial contact and other possible failure modes), bending, radial cracking, splitting failure modes and a possibility for rotation of an ice floe of a finite size are considered.
机译:在过去的十年中,我们在北极水域中看到了海洋业务的增加。尽管研究和工作在几个海上标准和船舶规则上,但不完全理解固定和浮动结构上的冰块。我们仍然是能够严格制定标准和规则的漫长方式。如果涉及物理冰管理,那么破冰船减少浮鞋尺寸和浮动结构上游的衰减,我们都可以定义/设计我们结构的工作冰环境。不同于冰和冰脊,设计代码不提供标准程序,用于从破碎的冰字领域计算近海结构的动作。工程师仍然必须利用可用的全尺度数据,使用经验公式并进行物理和数值模型,以便对实际问题的答案。在这种情况下,开发“预测性”工具有很大的兴趣,这些工具将允许进行新的结构进行优化,以便在冰测试池中的最终设计验证之前最小化冰负荷并评估操作性能。本文介绍了几种用于模拟浮冰与结构之间的相互作用的半分析解决方案。我们的野心是支持在三维空间中纳入刚体动力学,流体动力学和冰机械的多体数值模拟器的开发。此外,作为先前发达的冰浮动竞争失败模式地图的延伸,我们描绘了一个新的地图,包括用于主导冰故障模式的冰粉碎深度分布。该新地图基于与冰冰和低冰浓度的浮动船舶结构接触的冰故障观察。考虑了局部破碎(作为初始接触和其他可能的故障模式之间的主要桥),考虑弯曲,径向开裂,分裂失效模式和用于有限尺寸的冰剥离的旋转的可能性。

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