Influence of the Mean Load on the Fatigue Performance of Mooring Chains

Jonathan Fernández, A. Arredondo, W. Storesund, J. González
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引用次数: 8

Abstract

Whilst it is known that mean stress has an effect on the fatigue endurance of steel components, this effect is not considered when designing mooring system components. The S-N and T-N fatigue design curves for mooring chain in the standards are based on tests carried out at a single mean load, which is 20% of the chain minimum breaking load (MBL), and these curves are used to compute the damage of all load cycles regardless of their mean value. Lately it has been found that the effect of the mean load can be larger than probably expected, and that mooring chains exhibit a significant increase of fatigue capacity when cyclically loaded at reduced mean load. In the majority of the floating units, the pre-tension of the moorings without environmental loads is below or well below 15% of the chain MBL, and most, if not all, of the in-service damage is produced at mean loads below 20% MBL. This in practice results in additional conservatism to the fatigue life computed using the existing design curves. Some deepwater units, subjected to high pre-tension level, can experience some or relevant damage occurring at mean loads above 20% MBL, which would be underestimated with the present design approach. The paper provides an insight on the effect of the mean load on the fatigue endurance of mooring chains and quantifies this dependency based on a large number of fatigue tests carried out on different chain diameters between 70 and 171 mm, different grades, and different mean loads ranging between 7% and 20% of the MBL of the tested chains. The Smith-Watson-Topper (SWT) mean stress correction model is used to transform the stress state of the tested chains into different stress states associated to different mean loads. Then regression analyses are performed and correction functions derived for the design curves of both S-N and T-N approaches to account for the mean load while keeping the same confidence of the existing curves.
平均载荷对锚链疲劳性能的影响
虽然已知平均应力对钢构件的疲劳耐久性有影响,但在设计系泊系统构件时并未考虑这一影响。标准中锚链的S-N和T-N疲劳设计曲线是基于单个平均载荷(即锚链最小断裂载荷的20%)下进行的试验,这些曲线用于计算所有载荷周期的损伤,而不考虑其平均值。近年来,人们发现平均载荷的影响可能比预期的要大,并且在降低平均载荷的循环加载下,系泊链的疲劳能力显着增加。在大多数浮式装置中,在没有环境载荷的情况下,系泊的预张力低于或远低于链MBL的15%,并且大多数(如果不是全部)在役损坏是在平均载荷低于20% MBL时产生的。在实践中,这使得使用现有设计曲线计算的疲劳寿命更加保守。一些深水装置,在承受高预张力水平的情况下,在平均负载超过20% MBL时,可能会出现一些或相关的损坏,而目前的设计方法可能会低估这一点。本文深入研究了平均载荷对系泊链疲劳耐久性的影响,并基于对不同直径(70 - 171 mm)、不同等级以及不同平均载荷(测试链MBL的7% - 20%)进行的大量疲劳试验,对这种相关性进行了量化。采用Smith-Watson-Topper (SWT)平均应力修正模型,将被测链条的应力状态转换为与不同平均载荷相关的不同应力状态。然后对S-N和T-N两种方法的设计曲线进行回归分析,并推导出修正函数,以在保持现有曲线置信度不变的情况下考虑平均荷载。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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