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Finite Element Modeling of Iceberg Interaction with Subsea Protection Structures

机译:冰山交互与海底保护结构的有限元建模

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Ice feature interaction with subsea infrastructure or the seabed is a complex nonlinear event, for which many analytical and advanced computational tools have been developed with demonstrated application. Although subsea fields have been developed in ice gouge environments, such as the Grand Banks, consideration of alternative methods for protecting subsea infrastructure is of great importance. A more in-depth understanding of ice feature mechanical behavior and interaction with subsea infrastructure is required. For various iceberg shapes and loading conditions, the finite element models presented in this paper examine the interaction of free-floating ice features with protective structures located above or partially above the mudline. A preliminary assessment of an interaction scenario involving a gouging iceberg keel with a buried protection structure is also presented. The outcome of this study enhances understanding of the primary factors to be considered for the design of protection structures in ice environments and highlights some of the technical issues associated with the development and calibration of advanced simulation tools.
机译:与海底基础设施或海床的冰功能互动是一个复杂的非线性事件,其中许多分析和高级计算工具已经开发出现在展示的应用中。虽然海底领域已经在冰罩环境中开发,例如宏伟银行,但考虑保护海底基础设施的替代方法具有重要意义。需要更深入地了解冰功能机械行为和与海底基础设施的互动。对于各种冰山形状和装载条件,本文提出的有限元模型研究了自由浮冰特征与位于泥线上方或部分上方的保护结构的自由浮冰的相互作用。还提出了对涉及带有埋地保护结构的铸造冰山龙骨的交互情景的初步评估。本研究的结果增强了对冰环境中保护结构设计的主要因素的理解,并突出了与高级仿真工具的开发和校准相关的一些技术问题。

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