Nonlinear elastic-plastic 3d-fi nite element modelling of semi-rigid steel end–plate connections
Nonlinear elastic-plastic 3d-fi nite element modelling of semi-rigid steel end–plate connections
Data
2013
Autorzy
Jabłońska-Krysiewicz, Agnieszka
Waśniewska, Emilia
Tytuł czasopisma
ISSN czasopisma
Tytuł tomu
Wydawca
Państwowa Szkoła Wyższa im. Papieża Jana Pawła II w Białej Podlaskiej
Streszczenie
Although the effect of semi-rigid steel beam-to-column connections on the
behaviour of steel frames and their substantial economical benefits are recognized
nowadays, many structural analyses still consider connections as either fixed or
pinned. For that reasons, there is need to be able the generate moment-rotation
responses of semi-rigid connections that can be used for analysis and design
proposes. Numerical elastic-plastic 3D finite models was performed in order to
establish a numerical analysis method for evaluating deformation of extended
end-plate-beam-to-column joint for varying thickness of end plates. There were
used contact elements between bolts and beam and column. This kind of model
was generated by using the FEM software package ANSYS version 14. The study
were performed the infl uence of thickness of end plates on moment-rotation curves
for analysing joints and proved that the FE technique was capable of prediction
connection response to an acceptable degree of accuracy.
Opis
Słowa kluczowe
steel joints,
end plate,
FE modeling,
nonlinear analysis