An improved M-SPEM for modeling complex hydroelastic fluid-structure interaction problems.

Hydroelastic fluid-structure interaction (FSI) problems usually involve nonlinear free surface flows, large structure deformations and changing interfaces, which present great challenges for numerical modeling. To deal with violent FSIs, the authors proposed a multi-resolution smoothed particle element method (M-SPEM), which adaptively simulates local fluid regions with an improved smoothed particle hydrodynamics (SPH) method and models other solid/fluid regions with a smoothed finite element method (S-FEM). Both computational accuracy in local fluid domain and entire efficiency can be improved by M-SPEM compared with the conventional partitioned FSI solvers based on SPH-FEM coupling schemes. In this work, an improved M-SPEM is developed and extended to simulate the complex hydroelastic FSI problems with structural deformations considered in the numerical model. To solve the accuracy reduction problem in the multi-resolution simulations, we developed a velocity and position correction technique for the generated fluid and virtual particles. The computational results demonstrated that the new correction technique can effectively improve the computational accuracy of M-SPEM while the corrected schemes produce results very close to the reference ones. The positions of the generated particles should also be appropriately optimized during the element-particle conversion process. With both accuracy and efficiency improved, the improved M-SPEM is proven to be suitable to deal with some challenging hydroelastic FSI problems. • An improved M-SPEM approach is developed to model hydroelastic FSI problems. • The velocity and position correction technique is proposed to improve the computational accuracy. • The improved M-SPEM can greatly save computational cost compared to the general FEM-SPH coupling approaches. • The multi-resolution interfaces between elements and particles are handled by splitting ghost particles. • The M-SPEM is very effective for modeling challenging FSI problems involved with large structural deformations. [ABSTRACT FROM AUTHOR]