On the dynamic stability of viscoelastic perfect columns

DOI10.1016/0020-7683(82)90041-5zbMath0485.73035OpenAlexW1984827609MaRDI QIDQ1164467

S. Singh

Publication date: 1982

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(82)90041-5

zbMATH Keywords

integro- differential equationlinearly viscoelastic materialaxial compressive loadclassical Euler elastic buckling loadsimple supported perfect columns

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Integro-partial differential equations (45K05) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60) Laplace transform (44A10) Materials of strain-rate type and history type, other materials with memory (including elastic materials with viscous damping, various viscoelastic materials) (74D99)

Related Items (7)

Creep failure of a simply supported beam through a uniaxial continuum damage mechanics model ⋮ Numerical analysis of static and dynamic stabilities of viscoelastic columns ⋮ Dynamic stability analysis of Mindlin viscoelastic plates subjected to constant and harmonic in-plane compressions based on free vibration analysis of elastic plates ⋮ The Koiter-Newton approach using von Kármán kinematics for buckling analyses of imperfection sensitive structures ⋮ Vibrations of an elastic rod on a viscoelastic foundation of complex fractional Kelvin-Voigt type ⋮ A simple criterion for finite time stability with application to impacted buckling of elastic columns ⋮ The imperfect linearly viscoelastic column

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