Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method
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Publication:979801
DOI10.1016/j.camwa.2009.03.051zbMath1189.65158OpenAlexW2032891639MaRDI QIDQ979801
Publication date: 28 June 2010
Published in: Computers \& Mathematics with Applications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.camwa.2009.03.051
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Theoretical approximation of solutions to ordinary differential equations (34A45) Stability of dynamical problems in solid mechanics (74H55) Numerical methods for ordinary differential equations (65L99)
Related Items (12)
The non-linear vibrations of simply supported column loaded by the mass element ⋮ Buckling of Euler columns with a continuous elastic restraint via homotopy analysis method ⋮ Vibration of nonclassical shear beams with Winkler-Pasternak-type restraint ⋮ Buckling optimization of axially functionally graded columns having constant volume ⋮ A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint ⋮ Buckling analyses of axially functionally graded nonuniform columns with elastic restraint using a localized differential quadrature method ⋮ Stability analysis of two-segment stepped columns with different end conditions and internal axial loads ⋮ An enhanced exponential matrix approach aimed at the stability of piecewise beams on elastic foundation ⋮ Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method ⋮ Construction of a Solution of the Problem of Stability of a Bar with Arbitrary Continuous Parameters ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications ⋮ Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method
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