Provably second-order time-accurate loosely-coupled solution algorithms for transient nonlinear computational aeroelasticity
By Charbel Farhat, K. Zee, Philippe Geuzaine. 2006
420 citations recorded by the source corpus.
Subfields: Computational Mechanics, Numerical Analysis
View Paper: https://www.semanticscholar.org/paper/9defa01ed972099d648e0beb5bdbf9589e13e5d4
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In Computational Mechanics
- Thomas J. R. Hughes
- Yuri Bazilevs
- Victor Manuel Calo
- Yongjie Jessica Zhang
- Hector Gomez
- Michael A. Scott
- Laura De Lorenzis
- Timon Rabczuk
In Numerical Analysis
- Thomas J. R. Hughes
- Joris Degroote
- Jan A. Vierendeels
- Yuri Bazilevs
- Victor Manuel Calo
- G. Em Karniadakis
- Anita T. Layton
- H. Baek
Citations in the corpus
- Performance of a new partitioned procedure versus a monolithic procedure in fluid-structure interaction (2009, methodology): “in aeroelastic simulations, only one coupling iteration is re quired within each time step [1, 26, 27, 28] but these so-called staggered or loosely-coupled methods d not enforce the equilibrium conditions on the fluid-structu re interface within each time step.”
- A convergence study of a new partitioned fluid-structure interaction algorithm based on fictitious mass and damping (2012, methodology): “Partitioned methods can be further classified into weak [14] and strong coupling [15].”
- Isogeometric fluid-structure interaction: theory, algorithms, and computations (2008, background): “[18] has reported consistent success for staggered approaches to compressible fluids.”
- Numerical Methods for Fluid-Structure Interaction — A Review (2012, methodology): “With better prediction of the interface locations, Farhat et al. (2006) built a FSI method with second-order accuracy in time.”
- Aeroelastic and Aerothermoelastic Analysis in Hypersonic Flow: Past, Present, and Future (2011, methodology): “, loosely coupled) second-orderaccurate fluid–structure numerical integration approaches can be constructed, provided 1) the fluid time integrator is second-order time-accurate on moving grids, 2) a second-order time integrator is used as a predictor for structural motion, 3) the algorithm for timei”