Stability of inflectional elasticae centered at vertices or inflection points
DOI10.1134/S0081543810040140zbMath1302.74091OpenAlexW2093789671MaRDI QIDQ483163
S. V. Levyakov, Yuri L. Sachkov
Publication date: 16 December 2014
Published in: Proceedings of the Steklov Institute of Mathematics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1134/s0081543810040140
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Applications of optimal control and differential games (49N90) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Optimality conditions for problems involving ordinary differential equations (49K15)
Related Items (5)
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Maxwell strata in the Euler elastic problem
- Conjugate points in the Euler elastic problem
- Stability of nonlinearly elastic rods
- Large deflection of thin plates in cylindrical bending - non-unique solutions
- Stability evaluation of very flexible cantilever beams
- Complete solution of the stability problem for elastica of Euler's column
- Asymptotic solutions to the non-linear cantilever elastica
- Stability analysis of planar equilibrium configurations of elastic rods subjected to end loads
- Analytic solutions for nonlinear differential equations describing the elastica of straight bars: Theory
- Stability and equilibrium of the straight and curved elastica-finite element computation
- Post-buckling of a clamped-simply supported elastica
- Symmetry-breaking bifurcations of the uplifted elastic strip
- Instability and self-contact phenomena in the writhing of clamped rods.
- Elliptic functions and applications
- Sufficient conditions for stability of Euler elasticas
- Stability analysis of curvilinear configurations of an inextensible elastic rod with clamped ends
- Complete solution of elastica for a clamped-hinged beam, and its applications to a carbon nanotube
- Complete description of the Maxwell strata in the generalized Dido problem
- A Collocation Method for the Integration of Prandtl's Equation
- On the Inextensible Elastica Model for the Collapse of Nanotubes
- Large deflection of cantilever beams
This page was built for publication: Stability of inflectional elasticae centered at vertices or inflection points