A Reliability optimization of a coupled soil structure interaction applied to an offshore wind turbine.

Abstract In this paper, a dynamic analysis of an offshore wind turbine (OWT) considering soil structure interaction (SSI) is performed. The design of these highly expensive structures tends to find the best compromise between cost and safety. To do so, a coupling between reliability-based design optimization and the numerical model of the OWT is required. An extension of some RBDO methods such as the Optimum Safety Factor (OSF), Hybrid Method (HM) in the case of an OWT considering SSI is then proposed. Based on the efficiency of these methods, the Robust Hybrid Method (RHM) is then applied to overcome the drawbacks of the current methods. By comparing it results to the classical ones, the advantages and the efficiency of the RHM is then presented. The effects of the SSI on the optimal configuration is then discussed. Finally, the RHM is applied to an improoved wind turbine model containig 18 design variables to determine the optimal structural configuration of a 2 MW OWT.

[1]  Chawin Chantharasenawong Preliminary Design of 1.5-MW Modular Wind Turbine Tower , 2011 .

[2]  A. El-Hami,et al.  Reliability-based design optimization of shank chisel plough using optimum safety factor strategy , 2014 .

[3]  Alaa Chateauneuf,et al.  Benchmark study of numerical methods for reliability-based design optimization , 2010 .

[4]  Jasbir S. Arora,et al.  4 – Optimum Design Concepts , 2004 .

[5]  N. Olhoff,et al.  Optimum values of structural safety factors for a predefined reliability level with extension to multiple limit states , 2004 .

[6]  Mohamed Haddar,et al.  An efficient optimization based on the robust hybrid method for the coupled acoustic–structural system , 2018, Mechanics of Advanced Materials and Structures.

[7]  David Lehký,et al.  Reliability-based design: Artificial neural networks and double-loop reliability-based optimization approaches , 2017, Adv. Eng. Softw..

[8]  Martin Achmus,et al.  Minimum Embedded Length of Cyclic Horizontally Loaded Monopiles , 2012 .

[9]  Yasser E. Mostafa,et al.  Response of fixed offshore platforms to wave and current loading including soil–structure interaction , 2004 .

[10]  H. Matlock Correlation for Design of Laterally Loaded Piles in Soft Clay , 1970 .

[11]  Mohamed Haddar,et al.  Reliability Based Design Optimization for Multiaxial Fatigue Damage Analysis Using Robust Hybrid Method , 2018 .

[12]  Haisam Ibrahim,et al.  Reliability-Based Design Optimization using Semi-Numerical Strategies for Structural Engineering Applications , 2009 .

[13]  Subhamoy Bhattacharya,et al.  Experimental validation of soil–structure interaction of offshore wind turbines , 2011 .

[14]  G. Kharmanda,et al.  Efficient reliability-based design optimization using a hybrid space with application to finite element analysis , 2002 .

[15]  J. Tu,et al.  A Single-Loop Method for Reliability-Based Design Optimization , 2004, DAC 2004.

[16]  Niels Olhoff,et al.  Extension of optimum safety factor method to nonlinear reliability-based design optimization , 2007 .

[17]  A. El Hami,et al.  Reliability based design optimization of wire bonding in power microelectronic devices , 2016 .

[18]  Lars Vabbersgaard Andersen,et al.  Effects of soil–structure interaction on real time dynamic response of offshore wind turbines on monopiles , 2014 .

[19]  James Franklin Wilson,et al.  Dynamics of Offshore Structures , 1984 .

[20]  A. El Hami,et al.  A robust study of reliability-based optimization methods under eigen-frequency , 2010 .

[21]  M. Zaaijer,et al.  Review of Current Activities In Offshore Wind Energy , 2004 .

[22]  Kyung K. Choi,et al.  Reliability-based design optimization of wind turbine blades for fatigue life under dynamic wind load uncertainty , 2016, Structural and Multidisciplinary Optimization.

[23]  Anthony C. Davison,et al.  Statistics of Extremes , 2015, International Encyclopedia of Statistical Science.

[24]  A. Mohsine,et al.  Improved hybrid method as a robust tool for reliability-based design optimization , 2006 .

[25]  Sumanta Haldar,et al.  Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction , 2014 .

[26]  Vitalina Yurchenko,et al.  Parametric Optimization of Steel Shell Towers of High-Power Wind Turbines , 2013 .

[27]  David-Pieter Molenaar,et al.  Wind Turbine Structural Dynamics – A Review of the Principles for Modern Power Generation, Onshore and Offshore , 2002 .

[28]  J. Kiviluoma,et al.  Global potential for wind-generated electricity , 2009, Proceedings of the National Academy of Sciences.

[29]  John Dalsgaard Sørensen,et al.  Natural Frequencies of Wind Turbines on Monopile Foundations in Clayey Soils: A probabilistic approach , 2012 .

[30]  Jasbir S. Arora,et al.  Introduction to Optimum Design , 1988 .

[31]  Kerstin Lesny,et al.  Finite-Element-Modelling of Large Diameter Monopiles for Offshore Wind Energy Converters , 2006 .

[32]  Subhamoy Bhattacharya,et al.  Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil , 2013 .

[33]  Zhenzhong Chen,et al.  An adaptive decoupling approach for reliability-based design optimization , 2013 .

[34]  John H G Macdonald,et al.  Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI , 2016 .