Multi-objective optimization of snap-through instability of helicoidal composite imperfect beams using Bernstein polynomials method

DOI10.1016/j.apm.2023.03.034zbMath1525.74123OpenAlexW4362456555MaRDI QIDQ6072692

No author found.

Publication date: 13 October 2023

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

Full work available at URL: https://doi.org/10.1016/j.apm.2023.03.034

zbMATH Keywords

multi-objective optimizationBernstein polynomialssnap-thoughelastic foundation constantshelicoidal composite structures

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Numerical solution for the variable order linear cable equation with Bernstein polynomials
• Computational method based on Bernstein operational matrices for nonlinear Volterra-Fredholm-Hammerstein integral equations
• Integrals of Bernstein polynomials: an application for the solution of high even-order differential equations
• On nonlinear bending behavior of FG porous curved nanotubes
• Periodic and nonperiodic modes of postbuckling and nonlinear vibration of beams attached to nonlinear foundations
• A novel nonlinear FE perturbation method and its application to stacking sequence optimization for snap-through response of cylindrical shell panel
• Fractional Bernstein operational matrices for solving integro-differential equations involved by Caputo fractional derivative
• Numerical solution of some classes of integral equations using Bernstein polynomials
• Stability of non-trivial equilibrium paths of beams on a partially visco-elastic foundation
• Does a Partial Elastic Foundation Increase the Flutter Velocity of a Pipe Conveying Fluid?
• On the optimal stability of the Bernstein basis
• A numerical approach for solving weakly singular partial integro‐differential equations via two‐dimensional‐orthonormal Bernstein polynomials with the convergence analysis
• Unnamed Item

This page was built for publication: Multi-objective optimization of snap-through instability of helicoidal composite imperfect beams using Bernstein polynomials method