Thin-walled steel elements in the form of openwork columns with variable geometrical parameters of holes were studied. The samples of thin-walled composite columns were modelled numerically. They were subjected to axial compression to examine their behavior in the critical and post-critical state. The numerical models were articulately supported on the upper and lower edges of the cross-section of the profiles. ; The numerical analysis was conducted only with respect to the non-linear stability of the structure. The FEM analysis was performed until the material achieved its yield stress. This was done to force the loss of stability by the structures. The numerical analysis was performed using the ABAQUS software. The numerical analysis was performed only for the elastic range to ensure the operating stability of the tested thin-walled structures.
Zielona Góra: Uniwersytet Zielonogórski
IJAME, volume 22, number 2 (2017)
Biblioteka Uniwersytetu Zielonogórskiego
2023-07-06
2023-04-05
82
https://zbc.uz.zgora.pl/publication/80269
Nazwa wydania | Data |
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FEM and experimental analysis of thin-walled composite elements under compression | 2023-07-06 |
Czechowski, Leszek Jurczak, Paweł - red.
Meira Junior, A.D. de Walber, Márcio Brambatti Junior, N. Jurczak, Paweł - red.
Markiewicz, Ireneusz Jurczak, Paweł - red.
Kamiński, Marcin Supeł, Łukasz Jurczak, Paweł - red.
Albers, Bettina Savidis, Atavros A. Taşan, Ercan H. Estorff, Otto von Gehlken, Malte Cordón, Oskar - ed. Kazienko, Przemysław - ed.
Gordziej-Zagórowska, Małgorzata Urbańska-Galewska, Elżbieta Deniziak, Patryk Pyrzowski, Łukasz Kuczyński, Tadeusz - red.
Sharma, Avadesh Kumar Chauhan, Premanand Singh Sharma, P. Bhadoria, Shailendra Singh Jurczak, Paweł - red.
Strug, Barbara Paszyńska, Anna Paszyński, Maciej Grabska, Ewa Korbicz, Józef - red. Uciński, Dariusz - red.