Elastic Critical Load of Tapered Members

المؤلفون

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

الكلمات المفتاحية:

zero

الملخص

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.

التنزيلات

Key Dates

منشور

2008-03-01

إصدار

مجلد 12 عدد 1 (2008): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

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كيفية الاقتباس

Victor Yossif, W. . (2008). Elastic Critical Load of Tapered Members. مجلة الهندسة والتنمية المستدامة, 12(1), 148-160. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1680