Improving stability by change of representation in time-stepping analysis of non-linear beams dynamics

DOI10.1002/NME.1789zbMath1194.74437OpenAlexW1981288809MaRDI QIDQ3587754

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Publication date: 10 September 2010

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1789

zbMATH Keywords

numerical stabilitynonlinear structural dynamicschange of representation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (3)

A dissipative momentum-conserving time integration algorithm for nonlinear structural dynamics ⋮ IMPROVING STABILITY IN THE TIME-STEPPING ANALYSIS OF STRUCTURAL NONLINEAR DYNAMICS ⋮ Unconstrained finite element for geometrical nonlinear dynamics of shells

Cites Work

• Finite-Element Methods for Nonlinear Elastodynamics Which Conserve Energy

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