Influence of a viscoelastic foundation on the stability of Beck's column: An exact analysis

DOI10.1016/0022-460X(83)90453-4zbMath0528.73047OpenAlexW2083087111MaRDI QIDQ3309194

Michael R. Morgan, Subhash C. Sinha

Publication date: 1983

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

Full work available at URL: https://doi.org/10.1016/0022-460x(83)90453-4

zbMATH Keywords

standard linear solidmaximum flutter loadoptimum combination of foundation parameterspositive influenceclosed form stability criteriacritical load increases with increase in dampingentire range of system parametersexact dynamic analysis for each foundation modelgiven stiffness parameter of foundationlimiting value for large dampingMaxwell and Kelvin-VoigtMaxwell foundationstability of Beck's columnstability of non-conservative problemsupported by three different viscoelastic foundations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15) Stability of dynamical problems in solid mechanics (74H55) Theories of friction (tribology) (74A55)

Related Items (4)

Surface effect on the biaxial buckling and free vibration of FGM nanoplate embedded in visco-Pasternak standard linear solid-type of foundation ⋮ DYNAMIC INSTABILITY OF A SPINNING THICK DISK UNDER NONCONSERVATIVE TRACTION ⋮ Nano- and viscoelastic Beck's column on elastic foundation ⋮ Stability analysis of a tangentially loaded column with a Maxwell type viscoelastic foundation

This page was built for publication: Influence of a viscoelastic foundation on the stability of Beck's column: An exact analysis