Study on sub-cycling algorithm for flexible multi-body system: Stability analysis and numerical examples
DOI10.1007/s00466-007-0214-6zbMath1162.74492OpenAlexW1983492282MaRDI QIDQ1021078
Publication date: 8 June 2009
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-007-0214-6
amplification matrixgeneral eigenvalue problemflexible multi-body dynamics (FMD)flexible multi-body system (FMS)sub-cycling algorithm
Computational methods for problems pertaining to mechanics of particles and systems (70-08) Stability of dynamical problems in solid mechanics (74H55) Thin bodies, structures (74K99) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Finite difference methods applied to problems in solid mechanics (74S20) Dynamics of multibody systems (70E55)
Cites Work
- Unnamed Item
- Study on sub-cycling algorithm for flexible multi-body system---integral theory and implementation flow chart
- Stability of multi-time step partitioned integrators for first-order finite element systems
- Stability analysis of elemental explicit-implicit partitions by Fourier methods
- Mixed methods for time integration
- The subcycled Newmark algorithm
- A partial velocity approach to subcycling structural dynamics.
- A study of the stability of subcycling algorithms in structural dynamics
- Multi-time-step explicit-implicit method for non-linear structural dynamics
- Modal Cost Analysis for Linear Matrix-Second-Order Systems
- Modal Identities for Elastic Bodies, With Application to Vehicle Dynamics and Control
- Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory
- Stability of explicit‐implicit mesh partitions in time integration
- Analysis and implementation of a new constant acceleration subcycling algorithm
- Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations
This page was built for publication: Study on sub-cycling algorithm for flexible multi-body system: Stability analysis and numerical examples