论文信息 - 05.27: Resistance of mono-axially bent beams of welded I-sections: FEM verification of Eurocode's buckling curve formulation - 字舞流文

05.27: Resistance of mono-axially bent beams of welded I-sections: FEM verification of Eurocode's buckling curve formulation

Marian Giżejowski | Marcin Gajewski | Radosław Szczerba

[1] Marian Giżejowski,et al. 05.33: LTB resistance of rolled I‐section beams: FEM verification of Eurocode's buckling curve formulation , 2017 .

[2] Luís Simões da Silva,et al. A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns , 2017 .

[3] Hartmut Pasternak,et al. Welding of girders with thick plates — Fabrication, measurement and simulation , 2015 .

[4] Marian Giżejowski,et al. The buckling resistance of welded plate girders taking into account the influence of post-welding imperfections – Part 1: Parameter study , 2016 .

[5] Marian Giżejowski,et al. On the Resistance Evaluation of Lateral-torsional Buckling of Bisymmetrical I-section Beams Using Finite Element Simulations , 2016 .

[6] Jerzy Winczek,et al. Thermomechanical States in Arc Weld Surfaced Steel Elements , 2016 .

[7] Jerzy Winczek,et al. Modeling of Heat Affected Zone in Multipass GMAW Surfacing S235 Steel Element , 2016 .

[8] Zdeněk Kala,et al. Global sensitivity analysis of lateral-torsional buckling resistance based on finite element simulations , 2017 .