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Tuning the Air Pressure of Aircushion Supported Structures at Model Scale

机译:以模型比例调整气垫支撑结构的气压

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To allow transportation of bottom-founded offshore structures from a shallow building dock to deeper water, the draft of some structures is temporarily decreased by pumping compressed air underneath the construction. At the final location, the air is released and the structure is installed on the seabed. Motion behaviour and stability change when air escapes from the cushion underneath the structure. This paper describes the change in motion behaviour of an aircushion supported structure at different drafts. Calculations are performed based on linear three-dimensional potential theory using a linear adiabatic law to describe the air pressures inside the cushions. The water surface within the aircushion and the mean wetted surface are modelled by means of panel distributions representing oscillating sources. Results of model tests of an aircushion supported structure at a constant draft are included and serve as a validation of the computational method. The description of the motion behaviour also includes a discussion of the heave added mass, damping, cushion pressure variations and structural loads.
机译:为了使底部有底的海上结构物从浅的建筑码头运输到更深的水域,通过在结构物下方泵送压缩空气来暂时减少某些结构物的吃水。在最终位置,空气被释放,并且结构被安装在海床上。当空气从结构下方的缓冲垫逸出时,运动行为和稳定性会发生变化。本文描述了气垫支撑结构在不同吃水深度下的运动行为变化。基于线性三维势能理论的计算,使用线性绝热定律来描述垫子内部的气压。气垫内的水面和平均润湿面通过代表振荡源的面板分布进行建模。包括在恒定吃水深度下的气垫支撑结构的模型测试结果,并作为计算方法的验证。运动行为的描述还包括升沉质量,阻尼,垫层压力变化和结构载荷的讨论。

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