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). ( 15th European Conference on Composite Materials: Composites at Venice, ECCM 2012 Venice, ita 2012).
Local buckling analysis of pultruded FRP profiles: A mechanical model
Spadea S.
2012
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.
