弹性超大型浮体系泊动力响应特性
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Mooring Dynamic Response Characteristics of Elastic Very Large Floating Structure
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    摘要:

    为深入了解浮体弹性对系泊张力的影响,基于有限元思想和集中质量法对浮体的系泊系统进行耦合分析,研究弹性浮体的运动响应和系泊缆张力,编制相关程序,将所得结果与相关试验结果进行对比,验证数值方法的准确性。以某弹性超大型浮体为例,建立相关数学模型,在规则波中计算得到不同浮体弹性模量和不同波浪频率下8根系泊缆的最大张力。研究表明:在波浪频率达到共振频率之前,最大系泊张力随着波浪频率和浮体弹性模量的增大而增大;在波浪频率超过共振频率之后,最大系泊张力随着波浪频率和浮体弹性模量的增加而减小。

    Abstract:

    In order to understand the influence of the elasticity of the floating structure on the mooring tension, a coupling analysis of the mooring system of the floating structure is conducted based on the idea of finite element and lumped mass method, the motion response of the elastic floating structure and the tension of the mooring line are studied, the relevant program is compiled, and the result obtained is compared with that of the related test to verify the accuracy of the program. Taken an elastic very large floating structure as an example, a related mathematical model is established. In a regular wave, the maximum mooring force of 8 mooring lines under different elastic moduli and wave frequencies is calculated. The studies show that: the maximum mooring force increases with the increase of the wave frequency and elastic modulus of the floating structure before the wave frequency reaches resonance frequency; the maximum mooring force decreases with the increase of the wave frequency and elastic modulus of the floating structure after the wave frequency reaches resonance frequency.

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潘鹏,汪学锋,丁军,刘晓雷,尚勇志,徐胜文.弹性超大型浮体系泊动力响应特性[J].中国海洋平台,2023,(02):57-62

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  • 在线发布日期: 2023-04-23
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