Modelling the Eddystone Lighthouse response to wave loading

Abstract

The Eddystone Lighthouse is an imposing granite structure that has guided mariners through the treacherous waters off the Plymouth coast for nearly 150 years. The General Lighthouse Authorities (GLAs) of the UK and Ireland, recognising the continuing importance of rock-mounted lighthouses as physical aids for navigation, funded a pilot project, commissioning Plymouth University to monitor the tower. The present study aims to provide more information on the structural behaviour of the Eddystone Lighthouse under the impacts from wave loading, through the utilisation of a 3D finite element model. Data from geophones, an offshore wave buoy and video cameras installed on the tower have been used to calibrate and validate the model; in particular, the wave that caused the maximum displacement during the winter 2013/2014 storms has been considered. The point of application of the wave load is important in the tower’s structural response; the lighthouse being especially vulnerable to larger displacements when the wave acts above its cylindrical base. Finite element analysis suggests that the lighthouse is stable with regard to material failure, and for failure mechanisms of overturning and sliding there are factors of safety of 6.3 and 8.0 respectively. A hypothetical unbroken wave of 17.5 m height would be required to overturn the lighthouse, and one of height 17 m would cause cracking at the base, but in such a location these waves would not be possible.