Efficient dynamics analysis of large-deformation flexible beams by using the absolute nodal coordinate transfer matrix method

DOI10.1007/s11044-013-9402-7zbMath1305.74051OpenAlexW1973875663MaRDI QIDQ481835

Bao Rong

Publication date: 15 December 2014

Published in: Multibody System Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11044-013-9402-7

zbMATH Keywords

geometric nonlinearitycomputational methodmultibody systemlarge rotationshear-deformable beam element

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Dynamics of multibody systems (70E55)

Related Items (3)

Semi-analytical finite strip transfer matrix method for buckling analysis of rectangular thin plates ⋮ Simulation of generally shaped 3D elastic body dynamics with large motion using transfer matrix method incorporating model order reduction ⋮ Dynamics analysis and fuzzy anti-swing control design of overhead crane system based on Riccati discrete time transfer matrix method

Cites Work

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• New efficient method for dynamic modeling and simulation of flexible multibody systems moving in plane
• Efficient evaluation of the elastic forces and the Jacobian in the absolute nodal coordinate formulation
• Definition of the elastic forces in the finite element absolute nodal coordinate formulation and the floating frame of reference formulation
• Use of Cholesky coordinates and the absolute nodal coordinate formulation in the computer simulation of flexible multibody systems
• Research trends in multibody system dynamics
• A new transfer matrix method for response analysis of large dynamic systems
• Dynamics of Multibody Systems

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