Beiranvand, Peyman ; Abdollahifar, Matin ; Moradpour, Ahmad ; Sadeghi, Golmakani Saeideh
In this study, a column with section IPE and different lengths, completely embedded in concrete, is modelled by finite element software ABAQUS. Columns under different biaxial loading were used and graphs of axial force-axial deformation, interaction axial force, and bending moment and column curve were mapped. ; The results show that the load capacity of the column, with increasing length and also increasing eccentricity of the axial load, will be reduced. With increasing length, the effect of an increased eccentricity of the reduced load capacity was increased. Equations for the design of the column are also presented. The results of the presented equations were compared with the values obtained from finite element and building national institute 10th topic.
tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska
Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
Civil and Environmental Engineering Reports (CEER), no 29, vol. 2
Biblioteka Uniwersytetu Zielonogórskiego
Dec 22, 2022
Dec 22, 2022
77
https://www.zbc.uz.zgora.pl/publication/75007
Edition name | Date |
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Investigation of Load Capacity of Steel Concrete Composite Columns SRC Reinforced by IPE | Dec 22, 2022 |
Żarkiewicz, Krzysztof Kuczyński, Tadeusz - red.
Matysiak, Antoni Grochowska, Elżbieta Świtka, Romuald - red.
Sedin, Vladimir Bikus, Kateryna Kovba, Vladislav Kuczyński, Tadeusz - red.
Burkacki, Daniel Jankowski, Robert Kuczyński, Tadeusz - red.