Buckling Loads and Effective Length Factor for Non-Prismatic Columns

Buckling Loads and Effective Length Factor for Non-Prismatic Columns

Based on a finite element analysis using Matlab coding, eigenvalue problem has been formulated and solved for the buckling analysis of non-prismatic columns. Different numbers of elements per column length have been used to assess the rate of convergence for the model. Then the proposed model has be...

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Bibliographic Details
Main Author:	Taghreed Hassan Ibrahim
Format:	Article
Language:	English
Published:	University of Baghdad 2017-10-01
Series:	Journal of Engineering
Online Access:	https://www.jcoeng.edu.iq/index.php/main/article/view/180/158

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