A corotational finite element formulation for the analysis of planar beams

DOI10.1002/cnm.773zbMath1330.74170OpenAlexW2014643586MaRDI QIDQ5706446

Y. Urthaler, J. N. Reddy

Publication date: 7 November 2005

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

Full work available at URL: https://doi.org/10.1002/cnm.773

zbMATH Keywords

finite element analysisbeamscorotational formulationlocking-free elements shear deformable beams

Mathematics Subject Classification ID

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

Related Items (10)

Finite element simulation of dense wire packings ⋮ Geometrically nonlinear multi-patch isogeometric analysis of planar curved Euler-Bernoulli beams ⋮ Nonlinear multi-scale homogenization with different structural models at different scales ⋮ A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of planar curved beams ⋮ Numerically generated tangent stiffness matrices using the complex variable derivative method for nonlinear structural analysis ⋮ NONLINEAR ANALYSIS OF FRAMES INCLUDING SHEAR DEFORMATION ⋮ Nonlinear quasi‐static finite element formulations for viscoelastic Euler–Bernoulli and Timoshenko beams ⋮ A co-rotational formulation for 3D beam element using vectorial rotational variables ⋮ A mixed co-rotational formulation of 2D beam element using vectorial rotational variables ⋮ A 2D field-consistent beam element for large displacement analysis using a rational Bézier representation with varying weights

Cites Work

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