Finite element modeling is employed to study the behavior and characteristics of flush end plate, bolted connections. To investigate the failure mechanism and non-linear behavior of the connections a 3D model is created and analyzed using non-linear material models and contacts between components of the connection. The paper shows the good agreement between the experimental and numerical results.
EN 1993-1.8, Design of steel structures , Part 1.8, Connections, (in Hungarian), 2005.
Iványi M. Ductility of steel structures, the model of interactive hinge, Pollack Periodica , Vol. 1, No. 1, 2006, pp. 5–34.
Iványi M. , 'Ductility of steel structures, the model of interactive hinge ' (2006 ) 1 Pollack Periodica : 5 -34.
Sedlacek G., Weynand K., Oerder, S. ‘Typisierte Ansclüsse im Stahlhochbau’, Stahlbau , Verlagsgesellschaft mbH, Düsseldorf, 2000.
Oerder S. , '', in Stahlbau , (2000 ) -.
Iványi M., Iványi M. M., Iványi P. Experimental behavior of steel frame connections, Pollack Periodica , Vol. 5, No. 1, 2010, pp. 3–36.
Iványi P. , 'Experimental behavior of steel frame connections ' (2010 ) 5 Pollack Periodica : 3 -36.
Iványi P., Iványi M. M. On the simulation of failure mechanisms in steel structures, Advances in Engineering Journal , Vol. 40, No. 9, 2009, pp. 871–882.
Iványi M. M. , 'On the simulation of failure mechanisms in steel structures ' (2009 ) 40 Advances in Engineering Journal : 871 -882.
Iványi P. Numerical investigation of the pullout phenomenon of a bolt from a steel plate, Pollack Periodica , Vol. 3, No. 2, 2008, pp. 35–50.
Iványi P. , 'Numerical investigation of the pullout phenomenon of a bolt from a steel plate ' (2008 ) 3 Pollack Periodica : 35 -50.