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The Influence of Ship Collision Parameters on the Global Nonlinear Dynamic Response of a North-Sea Jack-Up Platform

机译:船舶碰撞参数对北海自升式平台全局非线性动力响应的影响

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In the present study, the influence of ship collision parameters related to vessel impact energy and also the impact scenario on the global nonlinear dynamic behavior of a three-leg jack-up platform is investigated. A North-Sea three-leg jack-up platform is studied as a case which is located in water depth of about 105 m. Nonlinear elastoplastic and hyperelastic type spring models are used for ship bow and broad-side impacts. A nonlinear elastoplastic type spud-can-soil interaction model is also applied. Loose sand to medium dense sand profile is considered at the sea-base. The effects of ship collision parameters such as ship mass and velocity, impact direction, hit point on jack-up as well as the spud-can-soil interaction are studied. For the first time, the supply vessel impact energy level far beyond 14 MJ as conventionally applied for ship-jack-up leg collision analysis (i.e., higher energy impact) has been also considered. The findings of this study indicated that the type of bow or broad-side impact as well as the spud-can-soil interaction may have considerable effects on the nonlinear dynamic behavior of the jack-up platform during ship collision. It is also found that ship collision in the direction of incident waves with mass of 5000 tons and impact velocity of 5 m/s displacement may have more profound effect on global dynamic response of the jack-up platform near ultimate collapse. It is also found in this research work that dynamic postimpact behavior of the jack-up platform may be greatly influenced by the combined action of extreme wave and current.
机译:在本研究中,研究了与船舶碰撞能量有关的船舶碰撞参数的影响,以及对三腿自升式平台的整体非线性动力学行为的影响情况。以北海三腿自升式平台为例,该平台位于水深约105 m处。非线性弹塑性和超弹性类型的弹簧模型用于船首和侧面冲击。还应用了非线性弹塑性类型的桩-罐-土相互作用模型。在海底,考虑到松散的沙子到中等密度的沙子剖面。研究了船舶碰撞参数(如船舶质量和速度,撞击方向,撞击点)对自升的影响以及桩与罐-土之间的相互作用。还首次考虑了供油船的冲击能级远远超过了通常用于船舶自升式腿部碰撞分析的14 MJ(即更高的能量冲击)。这项研究的结果表明,船首或宽面碰撞的类型以及桩-罐-土之间的相互作用可能会对自升式平台在船舶碰撞期间的非线性动力行为产生重大影响。还发现,在质量为5000吨,冲击速度为5 m / s位移的入射波方向上发生船舶碰撞,可能会对自升式平台在最终坍塌附近的整体动力响应产生更大的影响。在这项研究工作中还发现,自升式平台的动态后碰撞行为可能会受到极端波和电流的共同作用的极大影响。

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