𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Analysis of Stiffness in the Immersed Boundary Method and Implications for Time-Stepping Schemes

✍ Scribed by John M. Stockie; Brian R. Wetton


Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
180 KB
Volume
154
Category
Article
ISSN
0021-9991

No coin nor oath required. For personal study only.

✦ Synopsis


The immersed boundary method is known to exhibit a high degree of numerical stiffness associated with the interaction of immersed elastic fibres with the surrounding fluid. We perform a linear analysis of the underlying equations of motion for immersed fibres, and identify a discrete set of fibre modes which are associated solely with the presence of the fibre. This work generalises our results in a previous paper (1995, SIAM J. Appl. Math. 55, 1577) by incorporating the effect of spreading the singular fibre force over a finite "smoothing radius," corresponding to the approximate delta function used in the immersed boundary method. We investigate the stability of the fibre modes, their stiffness, and their dependence on the problem parameters, focusing on the influence of smoothing. We then extend the analytical results to include the effect of time discretisation, and draw conclusions about the time step restrictions on various explicit schemes, as well as the convergence rates for an iterative, semi-implicit method. We draw comparisons with computations and show how the results can be applied to help in choosing alternate time-stepping schemes that are specially tailored to handle the stiffness in immersed fibres. In particular, we present numerical results that show how fully explicit Runge-Kutta schemes perform in comparison with the best of the semi-implicit schemes currently in use.


πŸ“œ SIMILAR VOLUMES


STABILITY ANALYSIS AND DESIGN OF TIME-ST
✍ A. PEIRCE; E. SIEBRITS πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 259 KB πŸ‘ 2 views

In the literature there is growing evidence of instabilities in standard time-stepping schemes to solve boundary integral elastodynamic models. 1-3 However, there has been no theory to support scientists and engineers in assessing the stability of their boundary element algorithms or to help them wi

A TIME-STEPPING FINITE ELEMENT METHOD FO
✍ LEO, C. J.; BOOKER, J. R. πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 988 KB

This paper describes the development of a finite element method for analysing contaminant transport in double-porosity geomaterials using a time-stepping approach. In many cases, double-porosity models may be used to represent fractured rock formations and fissured soils. A distinctive feature of ut

An analysis and comparison of the time a
✍ S. Armfield; R. Street πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 221 KB πŸ‘ 2 views

## Abstract Fractional‐step methods solve the unsteady Navier–Stokes equations in a segregated manner, and can be implemented with only a single solution of the momentum/pressure equations being obtained at each time step, or with the momentum/pressure system being iterated until a convergence crit

Space and time basis function design for
✍ Elson Agastra; Claude Dedeban; Giacomo Guarnieri; Stefano Maddio; Giuseppe Pelos πŸ“‚ Article πŸ“… 2011 πŸ› John Wiley and Sons 🌐 English βš– 430 KB πŸ‘ 1 views

In this article, an algorithm able to deal at the same time with wire frame and surface patch models for the method of moments in time domain is presented. After a unified theory combining both models, attention is focused on stability dependence issues on the time basis function chosen and on other