A Newmark space-time formulation in structural dynamics
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Publication:2039072
DOI10.1007/s00466-021-01989-4zbMath1468.74022OpenAlexW3139346657WikidataQ113326744 ScholiaQ113326744MaRDI QIDQ2039072
Franz Bamer, Marcus Stoffel, Xiaodan Cao, Nima Shirafkan, Abdelbacet Oueslati, Bernd Markert, Gery De Saxce
Publication date: 8 July 2021
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-021-01989-4
cantilever beammodal analysisproper generalized decompositionfinite element space discretizationframe structureNewmark time integration schemespace-time integration
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (2)
Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator ⋮ Multi-temporal decomposition for elastoplastic ratcheting solids
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