The finite deformation theory for beam, plate and shell. III: The three-dimensional beam theory and the FE formulation

DOI10.1016/S0045-7825(97)00348-4zbMath0954.74063OpenAlexW2043364341MaRDI QIDQ1808119

Mingrui Li

Publication date: 8 February 2001

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(97)00348-4

zbMATH Keywords

finite element formulationTimoshenko beam theoryGreen-Lagrangian strainsfinite deformation modelthree-dimensional beam structures

Mathematics Subject Classification ID

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

Related Items

Nonlinear strain--displacement equations exactly representing large rigid-body motions. I: Timoshenko--Mindlin shell theory, A mixed finite element for three-dimensional nonlinear analysis of steel frames, The finite deformation theory for beam, plate and shell. V: The shell element with drilling degree of freedom based on Biot strain., Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

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