Numerical model for buckling analysis of flexibly connected beam-type structures (CROSBI ID 534897)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Turkalj, Goran ; Brnić, Josip ; Lanc, Domagoj
engleski
Numerical model for buckling analysis of flexibly connected beam-type structures
This work presents a one-dimensional numerical formulation for buckling analysis of beam-type structures accounting for connection flexibility and warping deformation effects. Equilibrium equations of a 14-degree of freedom beam element are derived by applying linearized virtual work principle. The influence of connection behaviour is introduced in the numerical model by transforming stiffness matrices of a conventional beam element. For this purpose a special transformation matrix is derived.
buckling analysis; beam-type structures; space beam element; flexible connections
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Podaci o prilogu
353-360.
2008.
objavljeno
Podaci o matičnoj publikaciji
Design, Fabrication and Economy of Welded Structures, International Conference Proceedings 2008
Jarmai, Karoly ; Farkas, Jozsef
Chichester: Horwood Publishing
978-1-904275-28-2
Podaci o skupu
Design, Fabrication and Economy of Welded Structures DFE 2008
predavanje
24.04.2008-26.04.2008
Miskolc, Mađarska