Relaxed representations and improving stability in time-stepping analysis of three-dimensional structural nonlinear dynamics

DOI10.1007/s11071-011-0298-6zbMath1298.74098OpenAlexW2124901528MaRDI QIDQ1928963

Salvatore Lopez

Publication date: 4 January 2013

Published in: Nonlinear Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11071-011-0298-6

zbMATH Keywords

numerical stabilitythree-dimensional beam elementNewmark approximationtime relaxed representation

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items

Three-dimensional finite rotations treatment based on a minimal set parameterization and vector space operations in beam elements

Cites Work

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