open access publication

Article, 2023

Calculation of slamming wave loads on monopiles using fully nonlinear kinematics and a pressure impulse model

Coastal Engineering, ISSN 1872-7379, 0378-3839, Volume 179, Page 104219, 10.1016/j.coastaleng.2022.104219

Contributors

Ghadirian, Amin 0000-0003-0529-766X (Corresponding author) [1] Pierella, Fabio 0000-0003-1243-874X [1] Bredmose, Henrik 0000-0001-6961-0753 [1]

Affiliations

  1. [1] Technical University of Denmark
  2. [NORA names: DTU Technical University of Denmark; University; Denmark; Europe, EU; Nordic; OECD]

Abstract

The design methods for highly nonlinear wave loads on monopile structures has over the past years been extended with methods based on pre-computed fully nonlinear wave kinematics. Yet, the slamming events of the strong sea states cannot currently be predicted with these methods. We here present a simple recipe for the application of a recent pressure impulse based slamming load model in combination with fully nonlinear wave kinematics and validate the results against lab measurements of uni- and multi-directional storm sea states. The experimental slamming loads are extracted from lab measurements equivalent to 954 full scale hours. Six methods for the extraction of the slamming force are developed and analysed in detail, with a final selection of two for the further analysis. The experimental analysis shows that the frequency of slamming is larger in uni-directional sea states relative to sea states with directional spreading, and with slightly smaller force impulses. The calculated slamming frequencies from the measurements are used in the application of the numerical slamming model. It is shown that the application is straightforward and robust and involves an intuitive selection of the model inputs from the incident wave kinematics. A generally good agreement between the model and measurement distributions of the force impulse is observed. The difference between 3D and 2D slamming impulses, though, is found to be larger in the numerical model. This is traced to the numerical particle velocities in the wave crests. The pressure impulse model is next extended by assuming a predefined generic slamming force time variation and through calibration of the peak slamming force, a generally good agreement between the model and ensemble-averaged measured slamming force time series is obtained, given the uncertainty in the slamming load extraction. It is also observed that the commonly used non-dimensional slamming force peak of 2 π is unrealistically large in the irregular slamming waves because of the 3D effects of small curling factors.

Keywords

SLAM, SLAM model, analysis, applications, calculations, calibration, combination, crest, curling factor, design, design method, directional spreading, distribution, ensemble-averaged, events, experimental analysis, extraction, factors, force, force impulse, force peak, force time series, frequency, impulse, impulsive model, incidence, incident wave kinematics, input, kinematics, lab, lab measurements, load, load model, loaded extract, measured distributions, measurements, method, model, model inputs, monopile, monopile structure, nonlinear kinematics, nonlinear wave kinematics, nonlinear wave loads, numerical model, particle velocity, peak, peak slamming forces, pressure, pressure impulse, pressure impulse model, results, sea, sea states, selection, series, slamming events, slamming force, slamming loads, spread, state, storm sea states, strong sea states, structure, time series, time variation, uncertainty, uni-, variation, velocity, wave, wave crest, wave kinematics, wave loads, years

Funders

  • Innovation Fund Denmark

Data Provider: Digital Science