A Novel Power Series Method for the Analysis of an Offshore Mooring Line

Kabutakapua Kakanda, Z. Han, B. Yan, N. Srinil, D. Zhou
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Abstract

The mechanics of offshore mooring lines are described by a set of nonlinear equations of motion which have typically been solved through a numerical finite element or finite difference method (FEM or FDM), and through the lumped mass method (LMM). The mooring line nonlinearities are associated with the distributed drag forces depending on the relative velocities of the environmental flow and the structure, as well as the axial dynamic strain-displacement relationship given by the geometric compatibility condition of the flexible mooring line. In this study, a semi analytical-numerical novel approach based on the power series method (PSM) is presented and applied to the analysis of offshore mooring lines for renewable energy and oil and gas applications. This PSM enables the construction of analytical solutions for ordinary and partial differential equations (ODEs and PDEs) by using series of polynomials whose coefficients are determined, depending on initial and boundary conditions. We introduce the mooring spatial response as a vector in the Lagrangian coordinate, whose components are infinite bivariate polynomials. For case studies, a two-dimensional mooring line with fixed-fixed ends and subject to nonlinear drag, buoyancy and gravity forces is considered. The introduced boundary and initial conditions enable the analysis of an equilibrium or steady-state of a catenary-like mooring line configuration with variable slenderness and flexibility. Polynomials’ coefficients computation is performed with the aid of a MATLAB package. Numerical results of mooring line configurations and resultant tensions are presented for deep-water applications, and compared with those obtained from a semi-analytical and finite element model. The PSM applied to the mooring line in the present study is efficient and more computationally robust than traditional numerical methods. The PSM can be directly applied to the dynamic analysis of mooring lines.
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一种新的幂级数法分析近海系泊缆索
海洋系泊缆的力学是用一组非线性运动方程来描述的,这些方程通常是通过数值有限元或有限差分法(FEM或FDM)和集中质量法(LMM)来求解的。系泊线非线性与环境流相对速度和结构的分布阻力以及柔性系泊线几何相容条件所给出的轴向动应变-位移关系有关。在本研究中,提出了一种基于幂级数法(PSM)的半解析-数值新方法,并将其应用于可再生能源和油气应用的海上系泊线分析。该PSM能够通过使用一系列多项式来构造常微分方程和偏微分方程(ode和PDEs)的解析解,这些多项式的系数取决于初始条件和边界条件。我们将系泊空间响应作为拉格朗日坐标系中的矢量引入,其分量为无穷二元多项式。在案例研究中,考虑了一根两端固定的二维系泊线,并受到非线性阻力、浮力和重力的作用。引入的边界条件和初始条件使具有可变长细度和灵活性的悬链式系泊线结构的平衡或稳态分析成为可能。利用MATLAB软件包对多项式系数进行了计算。本文给出了深水应用中系泊索构型和张力的数值结果,并与半解析模型和有限元模型的结果进行了比较。与传统的数值方法相比,本研究中应用于系泊索的PSM方法效率高,计算鲁棒性强。该方法可直接应用于系泊索的动力分析。
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