In this paper a mechanical model capable to predict the local buckling of pultruded FRP thin-walled beams and columns, taking into account the shear deformability of composite materials, is presented. The model is based on the individual analysis of buckling of the components of FRP profile, assumed as elastically restrained transversely isotropic plates. The analysis is developed within the field of small strains and moderate rotations.
Local buckling analysis of pultruded frpthin-walled beams and columns / Ascione, L.; Berardi, V. P.; Giordano, A.; Spadea, S.. - (2012). (Intervento presentato al convegno 6th International Conference on FRP Composites in Civil Engineering, CICE 2012 tenutosi a ita nel 2012).
Local buckling analysis of pultruded frpthin-walled beams and columns
Spadea S.
2012-01-01
Abstract
In this paper a mechanical model capable to predict the local buckling of pultruded FRP thin-walled beams and columns, taking into account the shear deformability of composite materials, is presented. The model is based on the individual analysis of buckling of the components of FRP profile, assumed as elastically restrained transversely isotropic plates. The analysis is developed within the field of small strains and moderate rotations.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
