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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| Format: | Article |
| Language: | English |
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University of Baghdad
2017-10-01
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| Series: | Journal of Engineering |
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| Online Access: | http://joe.uobaghdad.edu.iq/index.php/main/article/view/180 |