Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/6139
Title: | Investigation of Buckling Behavior of Steel Beams Under the Effect of Lateral Buckling | Authors: | Cengiz, Salih Solak, Abdulkadir Kamanlı, Mehmet Ünal, Alptuğ Uğur, Ahmet Emin |
Keywords: | ANSYS Analytical Study Pressure Buckling Buckling Load Factor Steel Beam |
Publisher: | Keykubat Yayınları | Abstract: | One of the important features in building design is the stability of building elements. In the elements, stability loss occurs depending on the slenderness, rigidity and geometry of the section. Depending on the slenderness of the section in the element, buckling occurs in the weak axis direction under the loading effect. Stability decreases with the occurrence of lateral buckling. In this study, the buckling behavior of I-section steel beams of different lengths and under the influence of different loads was investigated in case of lateral buckling. The behavior of steel beams under the effect of lateral buckling loading was evaluated using nonlinear finite element analysis method. | URI: | https://hdl.handle.net/20.500.13091/6139 |
Appears in Collections: | Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu |
Files in This Item:
File | Description | Size | Format | |
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iclic_bildiri_kitabi.pdf | 654.82 kB | Adobe PDF | View/Open |
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