On the lateral-torsional elastic post-buckling and strength of channel steel beams
From MaRDI portal
Publication:6491610
DOI10.1142/S0219455420501357MaRDI QIDQ6491610
Publication date: 24 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Cites Work
- Unnamed Item
- Unnamed Item
- Incorporation of wall finite relative rotations in a geometrically exact thin-walled beam element
- A large displacement and finite rotation thin-walled beam formulation including cross-section deformation
- A geometrically-exact rod model incorporating shear and torsion-warping deformation
- A finite strain beam formulation. The three-dimensional dynamic problem. I
- A three-dimensional finite-strain rod model. II. Computational aspects
- Anisotropic bending-torsion coupling for warping in a nonlinear beam
- Finite element theory for curved and twisted beams based on exact solutions for three-dimensional solids. I: Beam concept and geometrically exact nonlinear formulation. II: Anisotropic and advanced beam models
- On one-dimensional finite-strain beam theory: the plane problem
- The centre of shear for a material having a non-linear stress-strain curve
- A beam finite element non-linear theory with finite rotations
- On the differentiation of the Rodrigues formula and its significance for the vector‐like parameterization of Reissner–Simo beam theory
- Computational aspects of vector‐like parametrization of three‐dimensional finite rotations
- On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory
- A consistent theory of finite stretches and finite rotations, in space-curved beams of arbitrary cross-section
This page was built for publication: On the lateral-torsional elastic post-buckling and strength of channel steel beams