Local buckling analysis of pultruded frpthin-walled beams and columns

Luigi Ascione, Valentino Paolo Berardi, Antonella Giordano, Saverio Spadea

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

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.

Original languageEnglish
Title of host publicationProceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
PublisherInternational Institute for FRP in Construction
Publication statusPublished - 2012
Event6th International Conference on FRP Composites in Civil Engineering, CICE 2012 - Rome, Italy
Duration: 13 Jun 201215 Jun 2012

Conference

Conference6th International Conference on FRP Composites in Civil Engineering, CICE 2012
CountryItaly
CityRome
Period13/06/1215/06/12

Fingerprint

Buckling
Formability
Composite materials

Keywords

  • FRP
  • Local buckling
  • Thin-walled beams

Cite this

Ascione, L., Berardi, V. P., Giordano, A., & Spadea, S. (2012). Local buckling analysis of pultruded frpthin-walled beams and columns. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012 International Institute for FRP in Construction .
Ascione, Luigi ; Berardi, Valentino Paolo ; Giordano, Antonella ; Spadea, Saverio. / Local buckling analysis of pultruded frpthin-walled beams and columns. Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction , 2012.
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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.",
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Ascione, L, Berardi, VP, Giordano, A & Spadea, S 2012, Local buckling analysis of pultruded frpthin-walled beams and columns. in Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction , 6th International Conference on FRP Composites in Civil Engineering, CICE 2012, Rome, Italy, 13/06/12.

Local buckling analysis of pultruded frpthin-walled beams and columns. / Ascione, Luigi; Berardi, Valentino Paolo; Giordano, Antonella; Spadea, Saverio.

Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction , 2012.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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T1 - Local buckling analysis of pultruded frpthin-walled beams and columns

AU - Ascione, Luigi

AU - Berardi, Valentino Paolo

AU - Giordano, Antonella

AU - Spadea, Saverio

PY - 2012

Y1 - 2012

N2 - 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.

AB - 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.

KW - FRP

KW - Local buckling

KW - Thin-walled beams

M3 - Conference contribution

AN - SCOPUS:84924348003

BT - Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012

PB - International Institute for FRP in Construction

ER -

Ascione L, Berardi VP, Giordano A, Spadea S. Local buckling analysis of pultruded frpthin-walled beams and columns. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction . 2012