A new approach for computing the steady state fluid–structure interaction response of periodic problems.

Abstract A special type of fluid–structure interaction (FSI) problems are problems with periodic boundary conditions like in turbomachinery. The steady state FSI response of these problems is usually calculated with similar techniques as used for transient FSI analyses. This means that, when the fluid and structure problem are not simultaneously solved with a monolithic approach, the problem is partitioned into a fluid and structural part and that each time step coupling iterations are performed to account for strong interactions between the two sub-domains. This paper shows that a time-partitioned FSI computation can be very inefficient to compute the steady state FSI response of periodic problems. A new approach is introduced in which coupling iterations are performed on periodic level instead of per time step. The convergence behaviour can be significantly improved by implementing existing partitioned solution methods as used for time step coupling (TSC) algorithms in the time periodic coupling (TPC) framework. The new algorithm has been evaluated by comparing the convergence behaviour to TSC algorithms. It is shown that the number of fluid–structure evaluations can be considerably reduced when a TPC algorithm is applied instead of a TSC. One of the most appealing advantages of the TPC approach is that the structural problem can be solved in the frequency domain resulting in a very efficient algorithm for computing steady state FSI responses. Highlights • A time periodic coupling (TPC) is introduced for computing the FSI response of periodic problems. • A quasi-Newton inverse least squares (QN-ILS) method is included in the TPC for stabilization. • The QN-ILS TPC method converges for any case, irrespective of the amount of damping and added mass. • Computation time can be significantly reduced with the QN-ILS TPC approach. [ABSTRACT FROM AUTHOR]