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 in this paper. 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 FRP profiles: A mechanical model / Ascione, L.; Berardi, V. P.; Giordano, A.; Spadea, S.. - (2012). (Intervento presentato al convegno 15th European Conference on Composite Materials: Composites at Venice, ECCM 2012 tenutosi a Venice, ita nel 2012).
Local buckling analysis of pultruded FRP profiles: A mechanical model
Spadea S.
2012-01-01
Abstract
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 in this paper. 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.
