Reliability-based dynamic damage modelling for monopile scour protection under combined waves and currents

IF 6.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Ocean Engineering Pub Date : 2026-04-30 Epub Date: 2026-02-23 DOI:10.1016/j.oceaneng.2026.124697
Farshad Homaei , Mohammad Najafzadeh , Sajad Basirian
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引用次数: 0

Abstract

Scour around monopile foundations presents a critical risk to the structural stability and serviceability of offshore infrastructure. Traditional deterministic models often fail to capture the inherent uncertainties and non-linear dynamics of scour progression and protection system degradation. This study develops a probabilistic framework to evaluate dynamic scour-induced damage functions using three complementary modeling techniques: the Model Tree (MT), Bayesian Regression (BR), and Explanatory Regression (ER). These models incorporate environmental and structural variables, account for epistemic uncertainties, and generate damage estimates expressed via the three-dimensional damage index (S3D). 160 experiments from six independent sources were used to train and validate the models, incorporating both wave and current effects. The damage evolution is quantified probabilistically across storm durations using a normalized damage function with wave number (N), S3D/N0.243. In this study, to evaluate the probability of failure and generate the Exceedance Probability curves, 1,000,000 (one million) iterations of Monte Carlo simulation were used for each of the three models (MT, Bayesian, and Explanatory) and for each wave number scenario (N = 1000, 3000, 5000). This high number was selected to ensure statistical accuracy in the probability estimates, particularly for low-probability damage levels (the tails of the distribution). Results demonstrate that the ER model yields the highest predictive accuracy (Coefficient of Determination [R2] = 0.7534), followed by BR and MT. Importance analysis reveals that UC/ws (ratio of the depth-averaged flow velocity [UC] to sediment particle fall velocity [ws]), associated with hydrodynamic forcing, is the dominant contributor to scour damage. The probabilistic approach effectively captures the spatial and temporal variability of damage, offering enhanced insight into risk-informed design and maintenance of monopile scour protection systems. By integrating data-driven and interpretable regression methods into a unified reliability framework, the study advances the assessment and forecasting of dynamic scour impacts in offshore environments.
波流联合作用下单桩冲刷防护的可靠性动态损伤建模
单桩基础周围的冲刷对海上基础设施的结构稳定性和使用能力构成严重威胁。传统的确定性模型往往无法捕捉冲刷过程和保护系统退化的内在不确定性和非线性动力学。本研究开发了一个概率框架,利用三种互补的建模技术:模型树(MT)、贝叶斯回归(BR)和解释回归(ER)来评估动态冲刷引起的损伤函数。这些模型结合了环境和结构变量,考虑了认知上的不确定性,并通过三维损伤指数(S3D)产生损伤估计。来自6个独立来源的160个实验用于训练和验证模型,包括波浪和电流效应。利用波数(N)为S3D/N0.243的归一化损伤函数,对风暴持续时间内的损伤演化进行了概率量化。在本研究中,为了评估故障概率并生成超越概率曲线,对三种模型(MT、贝叶斯和解释性)和每种波数场景(N = 1000、3000、5000)分别使用了1,000,000(一百万)次蒙特卡罗模拟。选择这个高的数字是为了确保概率估计的统计准确性,特别是对于低概率的损害水平(分布的尾部)。结果表明,ER模型的预测精度最高(决定系数[R2] = 0.7534),其次是BR和MT。重要性分析表明,UC/ws(深度平均流速[UC]与泥沙颗粒下降速度[ws]之比)与水动力强迫相关,是冲刷破坏的主要因素。概率方法有效地捕获了破坏的空间和时间变化,为单桩冲刷保护系统的风险设计和维护提供了更好的见解。通过将数据驱动和可解释回归方法整合到统一的可靠性框架中,研究推进了海上环境动态冲刷影响的评估和预测。
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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