TY - GEN
T1 - Numerical Modeling to Aid in the Structural Health Monitoring of Wave Energy Converters
AU - Finnegan, William
AU - Goggins, Jamie
PY - 2013/1/1
Y1 - 2013/1/1
N2 - A vital aspect of ensuring the cost effectiveness of wave energy converters (WECs) is being able to monitor their performance remotely through structural health monitoring, as these devices are deployed in very harsh environments in terms of both accessibility and potential damage to the devices. The WECs are monitored through the use of measuring equipment, which is strategically placed on the device. This measured data is then compared to the output from a numerical model of the WEC under the same ocean wave conditions. Any deviations would suggest that there are problems or issues with the WEC. The development of accurate and effective numerical models is necessary to minimise the number of times the visual, or physical, inspection of a deployed WEC is required. In this paper, a numerical wave tank model is, first, validated by comparing the waves generated to those generated experimentally using the wave flume located at the National University of Ireland, Galway. This model is then extended so it is suitable for generating real ocean waves. A wave record observed at the Atlantic marine energy test site has been replicated in the model to a high level of accuracy. A rectangular floating prism is then introduced into the model in order to explore wave-structure interaction. The dynamic response of the structure is compared to a simple analytical solution and found to be in good agreement.
AB - A vital aspect of ensuring the cost effectiveness of wave energy converters (WECs) is being able to monitor their performance remotely through structural health monitoring, as these devices are deployed in very harsh environments in terms of both accessibility and potential damage to the devices. The WECs are monitored through the use of measuring equipment, which is strategically placed on the device. This measured data is then compared to the output from a numerical model of the WEC under the same ocean wave conditions. Any deviations would suggest that there are problems or issues with the WEC. The development of accurate and effective numerical models is necessary to minimise the number of times the visual, or physical, inspection of a deployed WEC is required. In this paper, a numerical wave tank model is, first, validated by comparing the waves generated to those generated experimentally using the wave flume located at the National University of Ireland, Galway. This model is then extended so it is suitable for generating real ocean waves. A wave record observed at the Atlantic marine energy test site has been replicated in the model to a high level of accuracy. A rectangular floating prism is then introduced into the model in order to explore wave-structure interaction. The dynamic response of the structure is compared to a simple analytical solution and found to be in good agreement.
KW - Linear irregular wave generation
KW - Numerical wave tank
KW - Structural health monitoring
KW - Wave energy converter
KW - Wave-structure interaction
UR - http://www.scopus.com/inward/record.url?scp=84883705252&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/KEM.569-570.595
DO - 10.4028/www.scientific.net/KEM.569-570.595
M3 - Conference Publication
SN - 1013-9826
SN - 9783037857960
VL - 569-570
T3 - 1013-9826
SP - 595
EP - 602
BT - DAMAGE ASSESSMENT OF STRUCTURES X, PTS 1 AND 2
PB - TRANS TECH PUBLICATIONS LTD
T2 - 10th International Conference on Damage Assessment of Structures, DAMAS 2013
Y2 - 8 July 2013 through 10 July 2013
ER -