A. Knysh, John W. Coyle, J. Decew, Andrew Drach, M. Swift, I. Tsukrov
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引用次数: 0
摘要
有限元建模应用于评估由HALO海事防御系统(美国)设计的Triton®浮动防护屏障的性能,并用于为易受水性入侵的关键政府,商业和私人资产提供必要的保护,如液化天然气终端,油轮等。利用Hydro-FE软件建立的数值模型通过物理测试和现场部署观察得到了验证。在新罕布什尔大学的Chase Ocean Engineering Laboratory波浪槽中对一个比例屏障模型进行了物理测试,以测量结构及其系泊对与模型平行和垂直的不同单频波的响应。在新罕布什尔州的White Island, Isles of Shoals的西南偏南进行了全尺寸屏障的现场部署,提供了在监测环境条件下其动态行为的信息。在数值、物理和实地研究之间观察到良好的对应关系。然后,利用验证的数值模型,研究了在其他水流和波浪条件下,不同系泊预张力情况下,屏障的性能和适航性。
Numerical studies of offshore performance of floating protective barriers in waves and currents
Finite element modeling was applied to evaluate the performance of Triton® floating protective barrier designed by HALO Maritime Defense Systems (US) and used to provide essential protection to critical governmental, commercial, and private assets vulnerable to water-borne intrusion, such as liquefied natural gas terminals, tankers, etc. The numerical model created with Hydro-FE software was validated by physical tests and field deployment observations. Physical tests of a scaled barrier model were conducted in Chase Ocean Engineering Laboratory wave tank at the University of New Hampshire to measure response of the structure and its mooring to different single-frequency waves directed parallel and normal to the model. The field deployment of the full-scale barrier performed south-southwest of White Island, Isles of Shoals, New Hampshire, provided information on its dynamic behavior under monitored environmental conditions. Good correspondence between numerical, physical and field studies was observed. The validated numerical model of the barrier was then used to investigate its performance and seaworthiness in other current and wave conditions with different mooring pretension scenarios.