Wave–current-structure blockage: Validation of one-way hydro-structural coupling with large-scale model tests of a stiffness-similar jack-up in elevated condition

This paper documents extensive comparison between one-way hydro-structural coupling model (OF-ABAQUS) and key findings from the physical model tests of a jack-up performed in TCOMS Ocean Basin. A generic jack-up model in elevated condition is considered at 1:30 scale. A series of model tests involving waves and current is performed on one of the jack-up legs for calibration of hydrodynamic coefficients, as well as on the whole jack-up for characterisation of its dynamic response. With the novel use of polycarbonate rods for the jack-up legs, stiffness similarity can be maintained at model-scale which allows direct strain measurements on the legs and meaningful connection force measurements at the spudcan modules and leg-to-hull connection modules. Using the OF-ABAQUS coupling model, the jack-up legs are first numerically represented as porous blocks and simulated in OpenFOAM to derive the hydrodynamic forces and additional fluid damping following Santo et al. (2018a), where static simulations are performed. The forces and damping are subsequently mapped into a Finite Element (FE) model of the jack-up in ABAQUS as a one-way transfer to derive its dynamic response following Li et al. (2022), where dynamic simulations are performed. The novelty of this paper is on the demonstration of the coupling model in capturing dynamic structural modes and responses in multiple degree-of-freedoms (DOFs) which is more realistic, unlike the earlier work by Santo et al. (2018a) who demonstrated the coupling model for an idealised single DOF system.