A time-variant non-probabilistic reliability assessment strategy for laterally loaded offshore monopiles under scour and corrosion

被引:1
作者
Jiang, Chong [1 ]
Guo, Shiyu [1 ]
Shao, Xiaodong [1 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha, Peoples R China
基金
中国国家自然科学基金;
关键词
Time-variant reliability; Non-probabilistic; Interval model; Offshore monopiles; Scour and corrosion; CONVEX MODEL; RESPONSE-SURFACE; PILE FOUNDATIONS; DESIGN; OPTIMIZATION;
D O I
10.1016/j.oceaneng.2024.118714
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The reliability of monopiles is paramount for the uninterrupted operation of offshore wind turbines. However, this reliability is often challenged by environmental factors, such as scour and corrosion, as well as the inherent uncertainty in loads, soil properties, and environmental variables. Therefore, this study proposes a time-variant non-probabilistic reliability assessment strategy for laterally loaded offshore monopiles under scour and corrosion. This strategy is grounded in non-probabilistic interval and interval process models, along with a lateral response analysis of soil-pile system that accounts for the effects of scour and corrosion. The time-variant reliability index is determined using an enhanced HL-RF algorithm. The application of this method to specific cases of laterally loaded monopiles under scour and corrosion demonstrates its remarkable feasibility and adaptability, even for high-dimensional uncertainty scenarios. Furthermore, a sensitivity analysis, based on the proposed strategy, enables the identification of uncertain parameters that significantly impact monopile reliability, providing valuable insights for practical engineering applications. Additionally, this framework has the potential to be extended for a more comprehensive evaluation of the fatigue characteristics of offshore monopiles, an area that merits further exploration.
引用
收藏
页数:15
相关论文
共 63 条
[1]  
Abadie C., 2015, Cyclic Lateral Loading of Monopile Foundations in Cohesionless Soils
[2]   Reliability-based optimization of laterally loaded piles [J].
Barakat, SA ;
Malkawi, AIH ;
Tahat, RH .
STRUCTURAL SAFETY, 1999, 21 (01) :45-64
[3]   Reliability analysis with scarce information: Comparing alternative approaches in a geotechnical engineering context [J].
Beer, Michael ;
Zhang, Yi ;
Quek, Ser Tong ;
Phoon, Kok Kwang .
STRUCTURAL SAFETY, 2013, 41 :1-10
[4]   A NONPROBABILISTIC CONCEPT OF RELIABILITY [J].
BENHAIM, Y .
STRUCTURAL SAFETY, 1994, 14 (04) :227-245
[5]   Reliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior [J].
Chan, C. L. ;
Low, B. K. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (03) :431-443
[6]   Probabilistic analysis of laterally loaded piles using response surface and neural network approaches [J].
Chan, Chin Loong ;
Low, Bak Kong .
COMPUTERS AND GEOTECHNICS, 2012, 43 :101-110
[7]   A new non-probabilistic time-dependent reliability model for mechanisms with interval uncertainties [J].
Chang, Qi ;
Zhou, Changcong ;
Wei, Pengfei ;
Zhang, Yishang ;
Yue, Zhufeng .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 2021, 215
[8]  
Chen Y., 2021, doctoral dissertation
[9]   Reliability analysis of monopiles for offshore wind turbines under lateral loading [J].
Deviprasad, B. S. ;
Chatterjee, Santiram .
OCEAN ENGINEERING, 2024, 294
[10]  
DNVGL, 2016, DNVGL-ST-0126: Support Structures for Wind Turbines