Equivalent continuum modeling method for transient response analysis of large space truss structures with nonlinear elastic joints
DOI10.1007/s00707-023-03565-8OpenAlexW4367549587MaRDI QIDQ6174694
Guo Wei, Xin-yuan Li, Fushou Liu, Dongping Jin
Publication date: 14 July 2023
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-023-03565-8
energy equivalence methodNewton-Raphson iterative methodNewmark-beta methodequivalent 8-DOFs nonlinear beam elementtwo-node hybrid joint-beam element model
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Effective constitutive equations in solid mechanics (74Q15) Junctions (74K30)
Cites Work
- On the modelling of dynamic behavior of periodic lattice structures
- Theory of micropolar gyroelastic continua
- Deployable structures: structural design and static/dynamic analysis
- Enhanced damping of lightweight structures by semi-active joints
- Analysis of spatial beamlike lattices with rigid joints
- Eigenanalysis and continuum modelling of an asymmetric beam-like repetitive structure
- Global-local approach to solving vibration of large truss structures
- An accurate method of dynamic condensation in structural analysis
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