Tensile buckling in shear deformable rods
From MaRDI portal
Publication:6492918
DOI10.1142/S0219455417500638MaRDI QIDQ6492918
Publication date: 26 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Cites Work
- A finite strain beam formulation. The three-dimensional dynamic problem. I
- A three-dimensional finite-strain rod model. II. Computational aspects
- On finite deformations of space-curved beams
- Shear and necking instabilities in nonlinear elasticity
- Statically and kinematically exact nonlinear theory of rods and its numerical verification
- Exact solutions for the buckling and postbuckling of shear-deformable beams
- On one-dimensional finite-strain beam theory: the plane problem
- Nonuniqueness of equilibrium states for bars in tension
- Bifurcation of hemitropic elastic rods under axial thrust
- Structures buckling under tensile dead load
- Shear Buckling of Sandwich, Fiber Composite and Lattice Columns, Bearings, and Helical Springs: Paradox Resolved
- Arguments for and against Engesser's buckling formulas
- Some remarks on the problem of column buckling
- Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes, sive solutio problematis isoperimetrici lattissimo sensu accepti
- On the differentiation of the Rodrigues formula and its significance for the vector‐like parameterization of Reissner–Simo beam theory
- On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory
- Nonlinear problems of elasticity
This page was built for publication: Tensile buckling in shear deformable rods