The influence of a wieghardt type elastic foundation on the stability of some beams subjected to distributed tangential forces

DOI10.1016/0022-460X(76)90710-0zbMath0318.73037OpenAlexW1991719667MaRDI QIDQ4080834

No author found.

Publication date: 1976

Published in: Journal of Sound and Vibration (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0022-460x(76)90710-0

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Influence of a Wieghardt foundation on the dynamic stability of a fluid conveying pipe ⋮ Stability analysis of a tangentially loaded column with a Maxwell type viscoelastic foundation

This page was built for publication: The influence of a wieghardt type elastic foundation on the stability of some beams subjected to distributed tangential forces