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首页> 外文期刊>Ocean Engineering >Numerical study of the dynamic response of Inflatable Offshore Fender Barrier Structures using the Coupled Eulerian-Lagrangian discretization technique
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Numerical study of the dynamic response of Inflatable Offshore Fender Barrier Structures using the Coupled Eulerian-Lagrangian discretization technique

机译:欧拉-拉格朗日离散化技术对充气式海上护舷屏障结构动力响应的数值研究

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摘要

Inflatable Offshore Fender Barrier Structures (IOFBS) are anti-terrorist security structures that function primarily to either stop terror bound vessels from reaching valuable offshore structures, incapacitate its crew or delay the vessel's progress until secondary security measures can be put in place. In this study, an advanced and efficient modelling method for impact simulation of the structure and similar multi physics systems is presented. Numerical implementation of this modelling technique, using Abaqus finite element code is described and used in the impact simulation of the inflatable structure based on its current design as well as an alternative design of the structure. Results from the two designs provisions were compared and from these results, recommendation for improvement of the current design is also reported. This is desirable in ensuring high reliability in application of the structure in meeting its design objectives. (C) 2015 Elsevier Ltd. All rights reserved.
机译:充气式海上护舷板结构(IOFBS)是一种反恐安全结构,其主要作用是阻止受恐怖袭击的船只到达有价值的海上结构,使其船员丧失能力或延迟船只的前进,直到可以采取二级安全措施为止。在这项研究中,提出了一种先进而有效的建模方法,用于结构和类似多物理场系统的碰撞仿真。描述了使用Abaqus有限元代码进行的这种建模技术的数值实现,并基于其当前设计以及结构的替代设计将其用于充气结构的冲击仿真。比较了两种设计规定的结果,并根据这些结果还报告了改进当前设计的建议。在确保结构的应用中达到其设计目标的高度可靠性方面,这是理想的。 (C)2015 Elsevier Ltd.保留所有权利。

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