Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method-Reference-Cited by-同舟云学术

Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method

Published:2009-12 Issue:11-12 Volume:58 Page:2260-2266
ISSN:0898-1221
Container-title:Computers & Mathematics with Applications
language:en
Short-container-title:Computers & Mathematics with Applications

Author:

Coşkun Safa Bozkurt,Atay Mehmet Tarık

Publisher

Elsevier BV

Subject

Computational Mathematics,Computational Theory and Mathematics,Modeling and Simulation

Reference27 articles.

1. Die altitudine colomnarum sub proprio pondere corruentium;Euler;Acta Acad Petropol,1778

2. A.G. Greenhill, Determination of the greatest height consistent with stability that a vertical pole on mast can be made and of the greatest height to which a tree of given proportions can grow, in: Proceedings of the Cambridge Philosophical Society IV, 1883

3. Design of columns of varying cross-section;Dinnik;Transactions of the ASME,1929

4. Mathematical Methods in Engineering;Karman,1940

5. Theory of Elastic Stability;Timoshenko,1961

Cited by 56 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability of Heterogeneous Beams with Three Supports—Solutions Using Integral Equations;Applied Mechanics;2023-02-22

2. Numerical Method of Increasing the Critical Buckling Load for Straight Beam-Type Elements with Variable Cross-Sections;Applied Sciences;2023-01-22

3. Design Solutions for Slender Bars with Variable Cross-Sections to Increase the Critical Buckling Force;Materials;2022-09-02

4. Buckling Analysis of Axially Functionally Graded Columns Based on Euler-Bernoulli and Timoshenko Beam Theories;Çukurova Üniversitesi Mühendislik Fakültesi Dergisi;2022-06-30

5. Stability of heterogeneous beams with three supports through Green functions;Meccanica;2022-04-04