OPB加载海洋系泊链的疲劳研究

Gary H. Farrow, Simon Dimopoulos, A. Kilner
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摘要

JIP开发了一种确定张力-张力(T-T)载荷海上系泊链疲劳寿命的相关有限元分析方法。所开发的第一性原理方法考虑了证明载荷的非线性效应,考虑了平均链张力,考虑了材料等级,采用多轴疲劳方法考虑了链内的复杂应力场,并基于母材S-N曲线。预计这种高保真度方法可以更普遍地应用于解决现场遇到的各种紧急因素,这些因素会导致链条疲劳寿命缩短,并对系泊系统的完整性产生不利影响。这些紧急因素包括一系列链降解模式,包括;均匀、点蚀和特大点蚀;对接焊缝优先腐蚀;磨料、接触磨损和互联磨损;以及除拉力(TT)以外的载荷,如面外弯曲(OPB)、面内弯曲(IPB)和弯曲拉力(BT)。AMOG咨询公司在完成Chain FEARS JIP研究后进行的调查目的是探索开发的疲劳方法在多大程度上可以更普遍地应用于解决这些与剩余疲劳寿命有关的紧急因素。该方法的应用确定了受锚链管和导联相互作用影响的连杆的疲劳性能的一些趋势,并与导联性能的可用指导和OPB疲劳测试数据证明了良好的相关性。研究证实,第一原理有限元疲劳方法可以更普遍地应用于成功地解决与疲劳寿命降低有关的现场突发因素的更广泛范围。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigations Into Fatigue of OPB Loaded Offshore Mooring Chains
The Chain FEARS (Finite Element Analysis of Residual Strength) JIP developed a correlated FEA method for determining fatigue life of Tension-Tension (T-T) loaded offshore mooring chain. The developed first principles method incorporated the non-linear effects of proof loading, accounted for mean chain tension, accounted for material grade, employed a multi-axial fatigue method to account for complex stress fields within the chain, and was based on a parent material S-N curve. It was anticipated that this high fidelity approach could be applied more universally to successfully address a broader spectrum of emergent factors experienced in-field which have caused chain fatigue life reduction and adversely impacted mooring system integrity. These emergent factors include an array of chain degradation modes including; uniform, pitting and mega pitting corrosion; preferential butt weld corrosion; abrasive, contact and interlink wear; and load duties other than Tension-Tension (TT) such as Out-Of-Plane Bending (OPB), In-Plane-Bending (IPB) and Bending-Tension (BT). The objective of the investigations conducted by AMOG Consulting following completion of the Chain FEARS JIP research was to explore the extent to which the developed fatigue method could be applied more universally to address these emergent factors as they pertained to residual fatigue life. Application of the method identified a number of trends in fatigue performance for links subject to hawse pipe and fairlead interaction, and demonstrated good correlation against available guidance on fairlead performance and against OPB fatigue test data. The investigation confirms that the first principles FEA fatigue method can be applied more universally to successfully address a broader spectrum of emergent factors experienced in-field relating to fatigue life reduction.
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