Elastic Critical Load of Tapered Members

Authors

  • Wisam Victor Yossif Water Resources Engineering Department, College of Engineering, University of Baghdad, Baghdad, Iraq Author

Keywords:

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Abstract

The elastic critical load for a non-prismatic member is derived using the equations of the modified stability functions for a wide range of tapering ratio having rectangular and square cross sectional shapes bent about the major axis and any other solid cross sectional shape tapered in depth only. The effective length of members at any support conditions is obtained with respect to the hinged-hinged supports. The elastic critical load is obtained by using the finite elements method as an approximate solution to verify the results. This study can be used as a reference to obtain the elastic critical load and effective length of columns.

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Key Dates

Published

2008-03-01

Issue

Vol. 12 No. 1 (2008): Journal of Engineering and Development

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
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How to Cite

Victor Yossif, W. . (2008). Elastic Critical Load of Tapered Members. Journal of Engineering and Sustainable Development, 12(1), 148-160. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1680