A study on the instability problem for 3D frames
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Publication:1817841
DOI10.1016/S0045-7825(98)00254-0zbMath0963.74028OpenAlexW2087380673MaRDI QIDQ1817841
Publication date: 5 June 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(98)00254-0
convergenceextrapolationlarge deflectionNewton iterationspost-buckling analysisthree-dimensional elastic frame
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Related Items (3)
Identifying critical loads of frame structures with equilibrium equations in rate form ⋮ A high-precision co-rotational formulation of 3D beam elements for dynamic analysis of flexible multibody systems ⋮ Dynamic response and instability of frame structures
Cites Work
- Geometrically nonlinear analysis of space frames by an incremental iterative technique
- Large displacement analysis of space-frame structures
- A study on the instability problem for 2D-frames
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- Nonlinear static and dynamic analysis of framed structures
- Geometric and material non-linear behaviour of beam-columns
- A 3-D, co-rotational, curved and twisted beam element
- A fast incremental/iterative solution procedure that handles “snap-through”
- Large displacement, transient analysis of space frames
- Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells
- Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface
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