A new least-squares DQ-based method for the buckling of structures with elastic supports

DOI10.1016/J.APM.2014.10.057zbMath1443.74276OpenAlexW1972297676MaRDI QIDQ2009992

Stefania Tomasiello

Publication date: 3 December 2019

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2014.10.057

zbMATH Keywords

bucklingdifferential quadratureelastic restraintsPicard-like methods

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Numerical and other methods in solid mechanics (74S99)

Related Items (2)

A bounded linear integrator for some diffusive nonlinear time-dependent partial differential equations ⋮ A convergent and dynamically consistent finite-difference method to approximate the positive and bounded solutions of the classical Burgers-Fisher equation

Cites Work

• Unnamed Item
• A new DQ-based method and its application to the stability of columns
• Charpit and Adomian for solving integral equations
• Compound buckling of a strut with a lateral elastic support at center
• Some remarks on a new DQ-based method for solving a class of Volterra integro-differential equations
• Analysis of general elastically end restrained non-uniform beams using differential transform
• Bending and buckling analysis of antisymmetric laminates using the moving least square differential quadrature method
• Differential quadrature and longterm integration

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