Abstract

The article deals with the design and testing of a computational model for multi-body contact of deformable bodies in the flowing fluid. The computational model will be designed to allow easy modify the impact area of deformable bodies and their shape. The computational model must allow the application of an endless cycle of bodies impact with the possibility of restarting and calculating the following time intervals for collision of bodies.

Highlights

  • The article deals with the design and testing of a computational model for multi-body contact of deformable bodies in the flowing fluid

  • If we consider a possible contact among all bodies in the solved task, a number of contact pairs will be determined according to the relation P = (n-1)2, where n is the number of all bodies in the contact problem

  • The designed computing model has following properties from the standpoint of a solution of a task of multi-body contact of bodies in the flowing fluid: - The number of iterations of the Newton-Raphson method for a solution of a contact task in one time step was within the interval 3 to 25 iterations, exceptionally and more iterations were necessary. - The number of iteration for finding the balance of a solution of interaction of a construction of a body with fluid ranged within the interval 2 to 30 outer iterations of AMG solver, in rare cases the model of flow did not converge even by 250 iterations

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Summary

Modelling of multi-body contact in the fluid flow

Modelling of a multi-body contact is a computationally demanding task. The computational difficulty of a model increases with a number of bodies that may come into contact. Computational models for solving of flowing fluids require a fine mesh of elements, elements must be sufficiently small so that a flow in the boundary layer close to a body surface would be possible to solve. Both groups of computational models, contact tasks and flow, belong to a group of models with a high demand on computational means and time [4,5,6,7,8,9]. Active forces determined from pressure on limits of bodies are transferred from the model of the flow into the structural model

The geometric and FE model for the structural analysis
The geometric and FE model for analysis of fluid flow
Conclusion
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