Experimental validation of rigid-flexible coupling dynamic formulation for hub-beam system
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Publication:2014688
DOI10.1007/s11044-016-9539-2zbMath1376.70003OpenAlexW2523767295MaRDI QIDQ2014688
Publication date: 25 August 2017
Published in: Multibody System Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11044-016-9539-2
large deformationabsolute nodal coordinate formulationfloating frame of reference formulationdynamic stiffeningexperiment validationthree-dimensional Euler-Bernoulli beam
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Kinematics of mechanisms and robots (70B15)
Related Items (5)
Dynamic contact model of shell for multibody system applications ⋮ Rigid-flexible-thermal coupling dynamics of a hub and multiplate system considering frictional contact ⋮ Dynamics analysis of spatial parallel robot with rigid and flexible links ⋮ Multibody dynamic analysis using a rotation-free shell element with corotational frame ⋮ Frictional contact analysis of sliding joints with clearances between flexible beams and rigid holes in flexible multibody systems
Cites Work
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- Nonlinear formulation for flexible multibody system with large deformation
- A geometrically exact beam element based on the absolute nodal coordinate formulation
- Study of the centrifugal stiffening effect using the finite element absolute nodal coordinate formulation
- Dynamics of three-dimensional beams undergoing large overall motion
- Large oscillations of a thin cantilever beam: physical experiments and simulation using the absolute nodal coordinate formulation
- Description of elastic forces in absolute nodal coordinate formulation
- Analysis of large flexible body deformation in multibody systems using absolute coordinates
- Analysis of thin beams and cables using the absolute nodal co-ordinate formulation
- Rigid-flexible coupling dynamics of three-dimensional hub-beams system
- Validation of flexible multibody dynamics beam formulations using benchmark problems
- Dynamic modelling and control of a rotating Euler–Bernoulli beam
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- Dynamic modeling and modal truncation approach for a high-speed rotating elastic beam
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