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An investigation of geometric nonlinear formulations for 3D beam elements

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Publication:808765
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DOI10.1016/0020-7462(90)90004-SzbMath0732.73031OpenAlexW1976315297MaRDI QIDQ808765

N. E. Zubov

Publication date: 1990

Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7462(90)90004-s


zbMATH Keywords

discretizationconvergencecomputation timesolution stabilitymildly nonlinearcablestayed bridgescombination of linear and first order geometric stiffness matricesguyed towershighly nonlinear situationslarge span roofs


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05)


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The finite deformation theory for beam, plate and shell. I: The two-dimensional beam theory ⋮ Variable order secant matrix technique applied to the elastic postbuckling of arches ⋮ The finite deformation theory for beam, plate and shell. III: The three-dimensional beam theory and the FE formulation



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