摘要
附加质量和阻尼力是决定半潜式钻井平台运动响应的重要参数,该研究采用直交边界边配置多重节点的新方法去除积分边界的奇异性。研究中同时应用了高阶边界单元方法近似真实的空间三维复杂结构,依据波浪与结构物相互作用的辐射和绕射理论建立边界元积分方程,对ISSC型半潜式平台(Semi-Submersible)的附加质量和阻尼力进行了分析研究。研究表明多重节点与高阶边界元相结合的方法对复杂结构的水动力计算具有很高的精度。
Added mass and damping are critical for hydrodynamic response of Semi-Submersible. This paper employs a new double or multiple nodes relocation method on sharp edges to remove geometrical singularity. High order boundary element method is utilized to approximate real three dimensional complicated structure, the added mass and damping of ISSC Semi-Submersible are investigated based on linear wave radiation and diffraction theory. It is found that the new algorithm combing multiple node relocation method and high order boundary element method is efficient for hydrodynamic problem of complicated structure.
出处
《船舶力学》
EI
CSCD
北大核心
2014年第10期1204-1212,共9页
Journal of Ship Mechanics
基金
国家重点基础研究发展计划资助(2013CB036101)
大连理工大学基础科研费资助(DUT10LK43)
关键词
半潜式钻井平台
附加质量
阻尼力
双重和多重节点配置方法
高阶边界元
Semi-Submersible
added mass
damping
double and multiple nodes relocation method
higher-order boundary element method