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METHODOLOGY FOR TIME DOMAIN FATIGUE LIFE ASSESSMENT OF RISERS AND UMBILICALS

机译:上升时间和疲劳的时域疲劳寿命评估方法

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Risers and umbilicals are exposed to dynamic loading from waves and floater motions. These structures are known to have a pronounced non-linear response characteristic. Non-linear time-domain finite element analyses is in general required to give an adequate description of the non-linearities involved. Analyses of a large number of short-term environmental conditions considering stochastic wave loading are required to give a representative description of the long-term fatigue loading on the structure.Short term fatigue damage is established by means of rain-flow cycle (RFC) counting in each stationary short-term condition. It is has been experienced that significant statistical uncertainties can be present in the short-term fatigue damage estimates. This is because the accumulated fatigue damage in a stationary condition normally has significant contribution from the largest stress cycles in the realisation. Selection of proper simulation length is hence essential to obtain reliable fatigue life estimates.Applicable codes and standards for risers and umbilicals provide Design Fatigue Factors (DFF) to secure adequate safety against failure due to wave induced fatigue. The total uncertainty in the calculated fatigue damage comes from various sources and the DFFs in e.g. DNV-OS-F201 "Dynamic Risers" and API-RP-2RD corresponds to a certain uncertainty level in the fatigue damage estimate. A recommended target value for the statistical uncertainty of the fatigue damage estimates is given with basis in these design codes.The objective of this paper is to give a description of a methodology recommended for time domain fatigue assessment. Special focus will be on the importance of adequate simulation time for predicting the short-term fatigue damage and selection of the short-term seastates in the scatter diagram. Statistical uncertainty is one source that the analystactually can influence by selecting proper analysis methodology. A statistical uncertainty meassure can be used to evaluate the robustness in the estimated fatigue life. Assessment of statistical uncertainty in fatigue damage estimate is demonstrated by case studies.The fatigue assessment methodology discussed in this paper, will be described in an update of DNV-RP-F204 "Riser Fatigue" 2010.
机译:上升器和脐带承受波和浮子运动产生的动态载荷。已知这些结构具有明显的非线性响应特性。通常需要进行非线性时域有限元分析,以充分描述所涉及的非线性。需要对考虑随机波载荷的大量短期环境条件进行分析,以对结构上的长期疲劳载荷进行代表性描述。 短期疲劳损伤是通过在每个静止短期条件下进行的雨水循环(RFC)计数来确定的。经验表明,短期疲劳损伤估计中可能存在明显的统计不确定性。这是因为,在静止状态下累积的疲劳损伤通常在实现过程中最大的应力循环中起着重要的作用。因此,选择合适的仿真长度对于获得可靠的疲劳寿命估算至关重要。 适用于立管和脐带的规范和标准提供了设计疲劳因子(DFF),以确保足够的安全性,以防止由于波浪引起的疲劳而导致的故障。计算得出的疲劳损伤的总不确定性来自各种来源和DFF,例如DNV-OS-F201“动态提升器”和API-RP-2RD对应于疲劳损伤估算中的某个不确定性级别。在这些设计规范中给出了疲劳损伤估计值统计不确定性的建议目标值。 本文的目的是描述推荐用于时域疲劳评估的方法。特别要关注的是足够的模拟时间对于预测短期疲劳损伤以及在散点图中选择短期海况的重要性。统计不确定性是分析师的一个来源 实际上可以通过选择适当的分析方法来产生影响。统计不确定性测量可用于评估估计疲劳寿命中的鲁棒性。案例研究证明了疲劳损伤估计中统计不确定性的评估。 本文讨论的疲劳评估方法将在DNV-RP-F204“ Riser Fatigue” 2010更新中进行描述。

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