系泊链连接刚度公式及面外弯曲参数敏感性的数值方法

C. Edward, A. Dev
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引用次数: 2

摘要

用于海上浮子的系泊部件通常只能承受轴向载荷,对弯曲载荷的抵抗能力最小。然而,Girassol浮标的四条系泊线发生了前所未有的故障,随后对类似浮标进行了新的修改,暴露了现有失效评估方法的空白。失效的根本原因是面外弯曲诱发疲劳的关键作用,使疲劳寿命降低了95%。将OPB疲劳纳入失效评估的方法涉及一个复杂的过程,因为在配方中需要许多参数和系泊配置的可变性。简化方法所需的最关键步骤之一是链段的互连刚度、接触刚度和整体刚度的公式。目前,互连刚度是从全尺寸的实验室测试中得出的,这种测试成本高昂,并且在生成一系列配置的数据方面存在局限性。本文重点研究了基于非线性有限元分析的数值模拟产生的互联刚度,以捕捉配合面复杂的互联接触机理,考虑OPB响应模式下非线性各向同性和非线性运动行为的弹塑性材料性能,并基于现有实验数据对数值模型进行了比较。为本研究开发的数值模型旨在复制真实的OPB场景,其中包括系泊连接点的旋转和垂直位移。这与迄今为止研究的模型不同,这些模型仅诱导垂直位移来研究OPB响应,从而产生保守的结果。除此之外,为了理解潜在的破坏机制,需要对关键的OPB诱导参数,如链径、类型、预张力、瞬时张力、证明载荷、残余应力、材料特性、边界条件等进行详尽的分析。本研究还调查了OPB的关键参数,并分析了它们的相互依赖性、比例性和相对敏感性,以了解它们对OPB故障的总体贡献。本文介绍了本研究工作的第一部分,重点介绍了使用数值方法生成简化方法的一些关键方面。该研究结果可用于生成一个用于一系列系泊配置的互连刚度数据库,并开发用于直接评估OPB疲劳与张力-张力疲劳失效相结合的数学公式,并提出提高疲劳寿命的潜在机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Methods for Interlink Stiffness Formulations and Parameters Sensitivity of Out-of-Plane Bending in Mooring Chains
Mooring components used for offshore floaters are conventionally designed only to resist axial loads with minimum resistance to bending loads. However, the unprecedented failure of four mooring lines of the Girassol Buoy followed by new modifications of similar buoys exposed the gaps in the existing methodology for failure assessment. The root cause of this failure was attributed to the critical role of out-of-plane (OPB) bending induced fatigue which reduced the fatigue life by 95%. The methodology to incorporate OPB fatigue for failure assessments involves a complex process due to numerous parameters required in the formulations and variability of mooring configurations. One of the most critical steps required to simplify methodology is the formulation of the interlink stiffness, contact stiffness and global stiffness of the chain segment. Currently, the interlink stiffness is derived from full-scale laboratory testing which is expensive and has limitations in generating data for a range of configurations. This paper focuses on producing the interlink stiffness using numerical simulations based on non-linear FE analysis to capture the complex interlink contacts mechanism at the mating surface, elastic-plastic material properties considering non-linear isotropic and non-linear kinematic behaviors during OPB response modes, and compare the numerical models based on available experimental data. The numerical model developed for this research are designed to replicate real case OPB scenarios which induces both rotation and vertical displacements at the mooring connection points. This is different from models studied so far that induces only vertical displacements to study OPB responses which produces conservative results. Further to this, an exhaustive analysis of the key OPB inducing parameters like chain diameter, types, pre-tension, instantaneous tensions, proof loading, residual stress, material properties, boundary condition etc. are required for understanding the underlying failure mechanism. This research also investigates the key OPB parameters and analyze their inter-dependencies, proportionalities and relative sensitivities to understand their overall contribution to OPB failures. This paper presents the first part of this research work which focuses on some of these key aspects to generate the simplified methodology using numerical methods. The findings of this research can be used to generate a database of interlink stiffness for application to a range of mooring configurations and develop mathematical formulations for carrying out a direct assessment of OPB fatigue in combination with tension-tension fatigue failures and proposes potential mechanisms for improving the fatigue life.
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