People | Locations | Statistics |
---|---|---|
Naji, M. |
| |
Motta, Antonella |
| |
Aletan, Dirar |
| |
Mohamed, Tarek |
| |
Ertürk, Emre |
| |
Taccardi, Nicola |
| |
Kononenko, Denys |
| |
Petrov, R. H. | Madrid |
|
Alshaaer, Mazen | Brussels |
|
Bih, L. |
| |
Casati, R. |
| |
Muller, Hermance |
| |
Kočí, Jan | Prague |
|
Šuljagić, Marija |
| |
Kalteremidou, Kalliopi-Artemi | Brussels |
|
Azam, Siraj |
| |
Ospanova, Alyiya |
| |
Blanpain, Bart |
| |
Ali, M. A. |
| |
Popa, V. |
| |
Rančić, M. |
| |
Ollier, Nadège |
| |
Azevedo, Nuno Monteiro |
| |
Landes, Michael |
| |
Rignanese, Gian-Marco |
|
Waele, Wim De
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (30/30 displayed)
- 2024Neural network based fatigue lifetime prediction of metals subjected to block loadingcitations
- 2023Stress intensity factor calculation for short cracks initiating from a semi-ellipsoidal pit
- 2023Quantitative analysis of the correlation between geometric parameters of pits and stress concentration factors for a plate subject to uniaxial tensile stresscitations
- 2023Investigation of the effect of pitting corrosion on the fatigue strength degradation of structural steel using a short crack modelcitations
- 2023Smart S-N curve for fatigue lifetime predictions of offshore wind turbine support structures affected by corrosion
- 2023Evaluation of the corrosion pit growth rate in structural steel S355 by phase-field modelling
- 2023Durability of an adhesively bonded joint between steel ship hull and sandwich superstructure pre-exposed to saline environment
- 2022Numerical study on the effect of pitting corrosion on the fatigue strength degradation of offshore wind turbine substructures using a short crack model
- 2022A numerical investigation on the pitting corrosion in offshore wind turbine substructures
- 2022Calibration and validation of extended back-face strain compliance for a wide range of crack lengths in SENB-4P specimenscitations
- 2022Effects of fixture configurations and weld strength mismatch on J-integral calculation procedure for SE(B) specimenscitations
- 2022Development and evaluation of the ultrasonic welding process for copper-aluminium dissimilar weldingcitations
- 2022Fatigue strength degradation of structural steel in sea environment due to pitting corrosion
- 2022Pitting corrosion and its transition to crack in offshore wind turbine supporting structures
- 2022Pitting Corrosion and Its Transition to Crack in Offshore Wind Turbine Supporting Structures
- 2022Test methods for corrosion-fatigue of offshore structures
- 2021Experimental and numerical study of a piezoelectric diaphragm, a smart sensor for electromechanical impedance-based structural health monitoring
- 2021Electrical admittance of a circular piezoelectric transducer and chargeless deformation effectcitations
- 2021An interdisciplinary framework to predict premature roller element bearing failures in wind turbine gearboxescitations
- 2021Fully-coupled continuum damage model for simulation of plasticity dominated hydrogen embrittlement mechanismscitations
- 2020Calibrating a ductile damage model for two pipeline steels : method and challengescitations
- 2020Evaluation of fatigue crack propagation in steel ESET specimens subjected to variable load spectracitations
- 2020Fatigue crack growth model incorporating surface waviness for Wire+Arc additively manufactured componentscitations
- 2020A comprehensive study on the microstructure and mechanical properties of arc girth welded joints of spiral welded high strength API X70 steel pipecitations
- 2019Enabling qualification of hybrid structures for lightweight and safe maritime transport
- 2019Fatigue crack propagation in HSLA steel specimens subjected to unordered and ordered load spectra
- 2019Crack tip constraint analysis in welded joints with pronounced strength and toughness heterogeneitycitations
- 2019Weldability of high-strength aluminium alloy EN AW-7475-T761 sheets for aerospace applications, using refill friction stir spot weldingcitations
- 2019Assessment of ultra-high cycle fatigue behavior of EN-GJL-250 cast iron using ultrasonic fatigue testing machine
- 2017Metallographic evaluation of the weldability of high strength aluminium alloys using friction spot welding
Places of action
Organizations | Location | People |
---|
document
A numerical investigation on the pitting corrosion in offshore wind turbine substructures
Abstract
Pitting corrosion is a common cause of concern for steel structures in an offshore environment. As geometric stress concentrating features, corrosion pits can potentially act as fatigue crack initiation sites. The current study is a part of the MAXWind project which, amongst others, aims to develop numerical tools for a more accurate estimate of the remaining lifetime of in-service wind turbines. UGent is responsible for developing an advanced corrosion-fatigue model which will be used to build “smart S-N curves”. The smart S-N curve is a novel concept that takes the level of corrosion into account. To this end, the entire evolution of corrosion fatigue is divided into three major phases including pitting corrosion, short fatigue crack propagation, and long fatigue crack propagation, see Figure 1. The main focus of this work is on pitting corrosion and its transition to short fatigue crack propagation. A phase-field modelling approach [1],[2] is used to simulate the autonomous growth of a corrosion pit. The corrosion phenomenon - pitting corrosion in particular – is a complex electrochemical process that is influenced by various environmental factors such as temperature, dissolved oxygen, pH, salinity, etc. [3]. Phase-field modelling is a robust technique that is capable to incorporate a vast range of influential parameters. In essence, in a phase-field model, each phase (here, metal and electrolyte) possesses a constant value in the bulk (0 for Pitting corrosion model transition transition Integrated model Experimental validation Short fatigue crack model Long fatigue crack model Phase-field modeling approach NR model X-FEM 18 th EAWE PhD Seminar on Wind Energy 2 – 4 November 2022 Bruges, Belgium electrolyte and 1 for steel), with a continuous interpolation between the bulk values across the interface between phases. The evolution of the system is a result of constrained minimization of free energy for which the advective Cahn-Hilliard equation is used. The Nernst-Planck equation is used to describe the diffusion of ions within the electrolyte, and the Butler-Volmer-type kinetic expression is used to calculate the reaction current density throughout the process. For more information and formulations see [1]. First, an electrochemical characterization was performed for structural steel grade S355 in an environment that is representative of the North Sea. This study is crucial to evaluate the electrochemical behaviour of this steel grade and will support further studies towards predicting pit dimensions in offshore wind turbine support structures in the North Sea. To this end, potentiodynamic polarization tests were implemented for S355 steel. An Ag/AgCl electrode was used as reference electrode in the tests and potential values are obtained against this electrode. The corresponding corrosion potential and current density were obtained as -711 mV vs. Ag/AgCl and 0.1534 A/m2 , respectively. For a metal, the more negative the corrosion potential is, the more susceptible it will be to corrosion [4]. In practice, corrosion protection systems and coatings will be applied to the metal structure, which will increase the value of corrosion potential [5]. Using the output of the experiments as input to the phase-field model, a parametric study was performed to assess the effect of the applied potential on geometrical parameters (pit width and depth) and electrochemical parameters associated with pit growth rate (metal cation concentration and reaction current density), see Figure 2. It was found that for an applied potential of -600 mV vs. Ag/AgCl, the corrosion process stays in the activation-controlled regime throughout the simulation time (150 seconds). Applied potentials of -550 to -500 mV vs. Ag/AgCl take the system to the current-resistance-controlled regime where the metal cation concentration does not reach the saturation. The higher the applied potential is, the more pitting corrosion is accelerated until it reaches to the point where any additional increase in applied potential will not have any 18 th EAWE PhD Seminar on Wind Energy 2 – 4 November 2022 Bruges, Belgium additional influence on pit growth rate. As it is easier for the metal ions to diffuse into the bulk electrolyte near the pit mouth in bare steel, pit width increases with a higher velocity in comparison to the pit depth. All numerical results will be validated with dedicated experiments. Any changes in temperature will cause changes in electrochemical parameters such as ionic diffusivity, corrosion potential and corrosion current density. As future work, a parametric study will be conducted on the effect of temperature on the corrosion pit growth rate. Ultimately, pit dimensions extracted at every time step will serve as input to a short fatigue crack propagation model [7]. Once a corrosion pit nucleates, the local stress in the material increases at the discontinuity. Therefore, in parallel to the pitting corrosion study, a finite element...