Numerical modeling of dam-break flow impacting on flexible structures using an improved SPH–EBG method

• A coupling method of SPH and EBG is developed for modeling the interaction of viscous flows and flexible structures.
• An fixed-end treatment of EBG is introduced for flexible structures.
• A free surface treatment and a surface tension model of SPH are used for free surface flow.
• The SPH-EBG method is applied to simulate three different cases of dam break on flexible structures.

An improved coupling method of smoothed particle hydrodynamics (SPH) and element bending group (EBG) is developed for modeling the interaction of viscous flows with free surface and flexible structures with free and fixed ends. SPH and EBG are both particle methods which are appealing in modeling problems with free surfaces, moving interfaces and large deformations. SPH is used to model viscous fluid, while EBG is used to model flexible structure. Structure particles are also used as moving boundary for SPH, and the interaction of flexible structure with fluid is therefore modeled through the interaction of structure particles and fluid particles. A fixed-end treatment is introduced for flexible structures. A free surface treatment and a surface tension model are used for free surface flow. The improved SPH–EBG method is applied to simulate problems of dam break flow on flexible structures. The good agreement of presented numerical results with existing experimental and numerical results clearly demonstrates the effectiveness of the SPH and EBG coupling approach in modeling fluid–flexible structure interactions.