TY - GEN
T1 - Non-contact Energy Flux Measurement of Impact Pile Driving
AU - Meijers, Peter C.
AU - Greco, Francesca
PY - 2025
Y1 - 2025
N2 - The increasing deployment of Offshore Wind Turbines (OWTs) necessitates larger steel monopiles, whose design currently includes additional steel to account for fatigue damage during installation. Traditional contact-based sensors, such as strain gauges and accelerometers, are challenging to deploy in offshore environments and are susceptible to damage under high stress. To overcome these limitations, a novel non-contact sensor system has been developed, utilizing the magnetomechanical effect to measure strain and an optical method to measure velocity. This paper presents the results of a test series using a full-scale impact hammer on a thin-walled steel pile, comparing the new system’s performance to a conventional Pile Driving Analyzer (PDA). Sources of error in the non-contact sensor measurements were identified, and post-processing techniques were applied to obtain acceptable time signals. Despite some residual errors, the system effectively captured strain and velocity behaviour. These findings demonstrate the feasibility of contactless monitoring for steel structures subjected to impact pile driving, representing a promising step toward more efficient and cost-effective monopile installations.
AB - The increasing deployment of Offshore Wind Turbines (OWTs) necessitates larger steel monopiles, whose design currently includes additional steel to account for fatigue damage during installation. Traditional contact-based sensors, such as strain gauges and accelerometers, are challenging to deploy in offshore environments and are susceptible to damage under high stress. To overcome these limitations, a novel non-contact sensor system has been developed, utilizing the magnetomechanical effect to measure strain and an optical method to measure velocity. This paper presents the results of a test series using a full-scale impact hammer on a thin-walled steel pile, comparing the new system’s performance to a conventional Pile Driving Analyzer (PDA). Sources of error in the non-contact sensor measurements were identified, and post-processing techniques were applied to obtain acceptable time signals. Despite some residual errors, the system effectively captured strain and velocity behaviour. These findings demonstrate the feasibility of contactless monitoring for steel structures subjected to impact pile driving, representing a promising step toward more efficient and cost-effective monopile installations.
KW - impact pile driving
KW - magnetomechanical response
KW - mechanical energy flux
KW - non-contact monitoring
UR - https://www.scopus.com/pages/publications/105018056621
U2 - 10.1007/978-3-031-96110-6_12
DO - 10.1007/978-3-031-96110-6_12
M3 - Conference contribution
AN - SCOPUS:105018056621
SN - 9783031961090
SN - 978-3-031-96112-0
T3 - Lecture Notes in Civil Engineering
SP - 145
EP - 153
BT - Experimental Vibration Analysis for Civil Engineering Structures
A2 - Cunha, Álvaro
A2 - Caetano, Elsa
PB - Springer Nature
T2 - 11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2025
Y2 - 2 July 2025 through 4 July 2025
ER -