Slender Compressed Plate in Component Based Finite Element Model

2nd International Conference on Innovative Materials, Structures and Technologies

Kurejková, M.^1 ; Wald, F.^1 ; Kabelá, J.^2 ; Šabatka, L.^2

Czech Technical University, Thákurova 7, Prague

166 29, Czech Republic^1

IDEA RS, U vodárny 2a, Brno

616 00, Czech Republic^2

关键词: Beam-to-column joints;    Buckling resistance;    Component based;    Design modeling;    Design procedure;    European Standards;    Slender plates;    Structural steel joints;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/96/1/012050/pdf
DOI  :  10.1088/1757-899X/96/1/012050

来源: IOP

【 摘 要 】

The paper presents an advance design model of a slender plate in the structural steel joint. Finite element methods and material models are described and design procedure for slender plates in numerical models of steel joints is proposed. The design procedure is demonstrated on examples. The results are verified with an analytical model according to European standards. A compressed beam with slender web and beam-to-column joint are studied by numerical analysis, buckling resistances are determined and results verified. The verification shows very good agreement.