Abstract

A new model for the simulation of large motions of porous tensile structures and their interaction with the surrounding fluid is developed in this paper. The discrete structure is represented by several non-linear elastic bars and knots connecting up to four bars. An implicit system of equations is derived from the fundamental relations of dynamics, kinematics and material and solved using an improved Newton’s method. The Navier–Stokes equations are solved in a numerical domain to account for the interaction with the fluid. The presence of the porous structure is respected in these equations through an additional forcing term based on a modified Lagrangian–Eulerian coupling algorithm. Here, the forces on the structure are distributed on multiple Lagrangian points embedded in the fluid domain. Integration over a suitable Kernel function is applied to distribute these forces on the surrounding fluid. The derived numerical model is suitable for simulating the interaction of porous tensile structures of arbitrary geometry, non-linear material and under large motion with fluids including complex free surfaces. This is in contrast to existing models which either neglect important non-linearities, the physical interaction with the fluid or rely on explicit time integration. The validation process shows excellent agreement between the numerical simulations and existing experimental data and demonstrates the applicability of the new methodology for a wide range of applications.

Highlights

  • Offshore aquaculture has seen growing interest recently because of increasing size of the sites and greater concern over traditional aquaculture due to their environmental impact on coastal regions

  • The change of environment significantly increases the importance of the accurate prediction of the expected loads and the structural response due to an increased fluid–structure interaction (FSI)

  • The development of a new coupling algorithm for the simulation of fluid dynamics around static porous structures was the subject of previous research (Martin et al, 2020)

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Summary

Introduction

Offshore aquaculture has seen growing interest recently because of increasing size of the sites and greater concern over traditional aquaculture due to their environmental impact on coastal regions. The need for an implicit non-linear dynamic net model arises to accurately model the motion of these distinct types of porous tensile structures In this paper, such an approach is presented by taking Newton’s second law as the basis. The model is suitable for simulating the interaction of porous tensile structures of arbitrary geometry, non-linear material and under large motion with fluids including complex free surfaces. This is in contrast to existing models which either neglect important non-linearities, the physical interaction with the fluid or rely on explicit time integration.

Non-linear dynamic numerical model for tensile structures
Numerical model for solving the fluid dynamics
Lagrangian–EulerIan coupling algorithm
Verification of the FSI solver
Validation of the fluid–structure coupling algorithm
Rigid porous sheet in steady current flow
Rigid porous sheet in regular waves
Validation of the complete FSI model
Deformation of a porous sheet in steady current flow
Deformation of a porous sheet in regular waves
Application to the simulation of fish cage arrays in current flow
Conclusions
Findings
Methods
Full Text
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