Flexible multibody formulation using finite elements with 3 DoF per node with application in railway dynamics
From MaRDI portal
Publication:6097916
DOI10.1007/s11044-023-09875-yzbMath1516.70001MaRDI QIDQ6097916
P. Millan, Jorge A. C. Ambrósio, J. Pagaimo
Publication date: 7 June 2023
Published in: Multibody System Dynamics (Search for Journal in Brave)
Computational methods for problems pertaining to mechanics of particles and systems (70-08) Dynamical problems in solid mechanics (74H99) Dynamics of multibody systems (70E55)
Cites Work
- Unnamed Item
- Unnamed Item
- Use of principal axes as the floating reference frame for a moving deformable body
- A concise nodal-based derivation of the floating frame of reference formulation for displacement-based solid finite elements. Avoiding inertia shape integrals
- Application of deformable-body mean axis to flexible multibody system dynamics
- Dynamic analysis of planar flexible mechanisms
- An implementation method for constrained flexible multibody dynamics using a virtual body and joint
- A unified formulation for mechanical joints with and without clearances/bushings and/or stops in the framework of multibody systems
- Contact force models for multibody dynamics
- Flexible multibody systems models using composite materials components
- State-of-the-art and challenges of railway and road vehicle dynamics with multibody dynamics approaches
- Implementation of a non-Hertzian contact model for railway dynamic application
- Composite materials in flexible multibody systems
- ODE Methods for the Solution of Differential/Algebraic Systems
- Geometric non-linear substructuring for dynamics of flexible mechanical systems
- Constrained motion of deformable bodies
- Coupling of substructures for dynamic analyses.
- Complex flexible multibody systems with application to vehicle dynamics
- Clearance joints and friction models for the modelling of friction damped railway freight vehicles
This page was built for publication: Flexible multibody formulation using finite elements with 3 DoF per node with application in railway dynamics
