A corotational formulation based on Hamilton's principle for geometrically nonlinear thin and thick planar beams and frames
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Publication:1720624
DOI10.1155/2018/2670462zbMath1426.74180OpenAlexW2885905407MaRDI QIDQ1720624
Walied I. Hussien, Hesham A. Elkaranshawy, Ahmed A. H. Elerian
Publication date: 8 February 2019
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2018/2670462
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Hamilton's principle (70H25)
Uses Software
Cites Work
- Geometric non-linear hexahedral elements with rotational DOFs
- Analysis of linearly elastic inextensible frames undergoing large displacement and rotation
- Efficient formulation for dynamics of corotational 2D beams
- A corotational formulation for large displacement analysis of functionally graded sandwich beam and frame structures
- Finite elements, finite rotations and small strains fo flexible shells
- A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis
- A TIMOSHENKO BEAM ELEMENT FOR LARGE DISPLACEMENT ANALYSIS OF PLANAR BEAMS AND FRAMES
- Corotational finite element analysis of planar flexible multibody systems
- Nonlinear dynamic analysis of elastic frames
- On the Dynamics of Flexible Beams Under Large Overall Motions—The Plane Case: Part I
- Nonlinear finite element analysis of elastic frames
- Numerical results from large deflection beam and frame problems analysed by means of elliptic integrals
- Geometrically nonlinear analysis of plates by assumed strain element with explicit tangent stiffness matrix
- Force recovery procedures in nonlinear analysis
- Large deformations of framed structures under static and dynamic loads
- Finite element analysis of non‐linear static and dynamic response
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