Postbuckling of bilaterally constrained rectangular thin plates.
From MaRDI portal
Publication:1811758
DOI10.1016/S0022-5096(02)00028-5zbMath1100.74552OpenAlexW2056657320MaRDI QIDQ1811758
Publication date: 17 June 2003
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0022-5096(02)00028-5
Related Items (10)
Deformations of a clamped-clamped elastica inside a circular channel with clearance ⋮ Uniqueness of solutions for constrained elastica ⋮ Effect of Coulomb friction on the deformation of an elastica constrained in a straight channel with clearance ⋮ The post-buckling behavior of a beam constrained by springy walls ⋮ Elastic-plastic behavior of a semicircular frame being pressed against a rigid plane ⋮ Inverse problem of elastica of a variable-arc-length beam subjected to a concentrated load ⋮ On the contact behavior of a buckled Timoshenko beam constrained laterally by a plane wall ⋮ Spontaneous buckling morphology transition of an elastic ring confined in an annular region constraint ⋮ Vibration and stability of a constrained elastica with variable length ⋮ Deformation and vibration of a buckled beam constrained by springy walls
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Deflections and buckling of a bent elastica in contact with a flat surface
- Constrained Euler buckling
- An \textit{elastica} problem: Instabilities of an elastic arch
- Uniqueness of solutions for constrained elastica
- Constrained Euler buckling: An interplay of computation and analysis
- The post-buckling response of a bi-laterally constrained column.
- [https://portal.mardi4nfdi.de/wiki/Publication:5831090 �ber den geraden Knickstab mit begrenzter Durchbiegung]
This page was built for publication: Postbuckling of bilaterally constrained rectangular thin plates.
