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MS17.21 - Structural Health Monitoring

Session Information

Jul 04, 2023 15:00 - 15:30(Europe/Amsterdam)
Venue : CEG-Instruction Room 3.99
20230704T1500 20230704T1530 Europe/Amsterdam MS17.21 - Structural Health Monitoring CEG-Instruction Room 3.99 EURODYN2023 A.B.Faragau@tudelft.nl

Sub Sessions

Analytical estimation of frequency response in bolted connection assemblies for tension prediction based on the bending mode shape frequency of the protruding thread part

MS17 - Structural Health Monitoring 03:00 PM - 03:30 PM (Europe/Amsterdam) 2023/07/04 13:00:00 UTC - 2023/07/04 13:30:00 UTC
Bolted connections are crucial components in mechanical systems with the purpose of assembling different components. However, the tension of bolts may decrease due to recursive loading and environmental conditions. Therefore, monitoring the tension of bolted connection can help prevent failures and reduced fatigue life of structures. Vibration-based estimation has shown to be a reliable and attractive method for bolt untightening identification. Previous studies have shown that there is a correlation between the change in tension and the bending mode frequency of the protruding thread part of the bolted connection. The literature has shown it is possible to model bolted connections using Euler-Bernoulli beams to some success. However, the protruding thread part is usually ignored and not accounted for. This calls for a theoretical model that would successfully model a bolted connection including the contributing bending mode frequencies from the protruding thread end of a bolt. This work explores the feasibility of an extended model of the pre-stressed Euler-Bernoulli beam with different boundary conditions to account for the protruding end. A comparison is also made between the calculated natural frequencies of the extended models. This model has many potential applications and can be complemented for physics-based modeling and Vibration-based Structural Health Monitoring (VSHM) to inform data from measurements.
Presenters
DR
Dashty Samal Rashid
PhD Student, The University Of Edinburgh
Co-Authors
F
Francesco Giorgio-Serchi
Chancellor's Fellow, The University Of Edinburgh
NH
Naoki Hosoya
Professor, Shibaura Institute Of Technology
DG
David Garcia Cava
Lecturer (Chancellor's Fellow), The University Of Edinburgh

Continuous Vibration Monitoring of an Offshore Wind Turbine

MS17 - Structural Health Monitoring 03:00 PM - 03:30 PM (Europe/Amsterdam) 2023/07/04 13:00:00 UTC - 2023/07/04 13:30:00 UTC
This paper presents design and installation of a continuous monitoring system for an offshore wind turbine (OWT) in Rhode Island, USA. The monitoring system has been collecting continuous data from accelerometers, strain gauges, and inclinometers since April 2021 at 50 Hz sampling rate. An automated output-only operational modal analysis is developed to extract modal parameters (natural frequencies, damping ratios, and mode shapes) of the OWT every 10 minutes. The 1st bending modes in fore-aft (FA) and side-to-side (SS) directions are reliably identified under various operational and environmental conditions. The evolution of modal parameters is reported over a full year of monitoring and under different conditions. The variabilities of the first few modal parameters are found to be correlated with several ambient and operational variables such as wind speed, yaw angle, rotor speed, and power production. The identified frequencies of the SS mode are relatively constant over time and have very small variation, but those of FA mode have larger variability. Furthermore, the damping ratios of the SS mode are low and show small variability over time, but the FA mode has substantially larger damping with larger variability due to the effects of aerodynamics. A recursive Bayesian inference framework is implemented for joint input-parameter estimation and digital twinning of the turbine using output-only data. The digital twin is then used for virtual sensing and fatigue life estimation through prediction of strain time history at different hotspot locations. Strain predictions are compared with actual strain measurements under different OWT operation conditions, including idling, ramp-up, and full power generation and the predictions show to agreement with actual measurements.
Presenters Babak Moaveni
Professor, Tufts University
Co-Authors
EH
Eric Hines
Tufts University
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Slides

1688120924883_EURODYN_2023_Slides.pptx
Analytical estimation of frequency re...
0
Submitted by Dashty Samal Rashid
1687805024033_Eurodyn_Moaveni_v1.pptx
Continuous Vibration Monitoring of an...
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Submitted by Babak Moaveni

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