从长远角度看海上作业结构安全评估——以海上风力发电机叶片安装为例

A. Verma, Z. Gao, Zhiyu Jiang, Z. Ren, N. P. Vedvik
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引用次数: 9

摘要

海上作业是在近海环境中进行的一种复杂的、持续时间有限的非常规作业。出于安全考虑,这些操作通常是在特定的海况范围内进行的,这些范围是由数值模拟和危险事件分析得出的。考虑到随机环境条件下结构响应评估的不确定性,这些极限曲线对应于海上标准中推荐的目标结构破坏概率(例如,DNV-GL规定的每次操作10 - 4)。然而,主要的限制之一是这些曲线不能反映特定地点的安全评估。本文提出了一种从长远角度评估海上作业结构安全水平的新方法。该方法包括估计给定海上站点在所有可能的运行海况下(即在极限海况下的运行域)的极端响应分布,并将其与响应极限进行比较,以获得平均失效概率。本文还介绍了一个使用自升式起重机船的叶片根部与预组装轮毂配合过程的案例研究,该过程认为根部与轮毂之间的碰撞风险是至关重要的。采用多体动力学方法进行了全局时域模拟,得到了不同风浪条件下的冲击速度极值分布。通过对叶根损伤的显式有限元分析,确定了叶根与轮毂之间的允许碰撞速度。最后,得到了四个不同欧洲海上站点考虑操作域的平均失效概率,并将其与考虑极限海况的结构失效概率目标水平进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural Safety Assessment of Marine Operations From a Long-Term Perspective: A Case Study of Offshore Wind Turbine Blade Installation
A marine operation is a complex non-routine activity of limited duration carried out in offshore environment. Due to safety reasons, these operations are normally performed within specific sea state limits, which are derived from numerical modelling and analysis of hazardous events. In view of the uncertainties in the assessment of structural responses under stochastic environmental conditions, these limiting curves correspond to a target structural failure probability recommended in offshore standards (for example, 10−4 per operation as specified by DNV-GL). However, one of the main limitations is that these curves do not reflect site-specific safety assessment. The current paper presents a novel methodology for assessing the structural safety level of marine operations from a long-term perspective. The methodology includes estimation of extreme response distribution under all possible operational sea states (i.e. the operational domain under the limiting sea states) for a given offshore site and is compared to the response limit to obtain an average failure probability. A case study is also presented for a blade root mating process onto preassembled hub using a jack-up crane vessel and risk of impact between root and hub is considered critical. Global time-domain simulations are performed using multibody dynamics, and extreme value distributions for impact velocities are derived for different wind-wave conditions. The allowable impact velocity between the blade root and the hub is determined by an explicit finite element analysis of the damage at the blade root. Finally, the average failure probabilities considering the operational domain are obtained for four different European offshore sites and are compared to the target level of structural failure probability considered for the limiting sea states.
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