Local buckling analysis of pultruded frpthin-walled beams and columns

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

Local buckling analysis of pultruded frpthin-walled beams and columns

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

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference 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 language	English
Title of host publication	Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
Publisher	International Institute for FRP in Construction
Publication status	Published - 2012
Event	6th International Conference on FRP Composites in Civil Engineering, CICE 2012 - Rome, Italy Duration: 13 Jun 2012 → 15 Jun 2012

Conference

Conference	6th International Conference on FRP Composites in Civil Engineering, CICE 2012
Country/Territory	Italy
City	Rome
Period	13/06/12 → 15/06/12

Keywords

FRP
Local buckling
Thin-walled beams

ASJC Scopus subject areas

Polymers and Plastics
Civil and Structural Engineering

Cite this

@inproceedings{a3e7600488654b44abc9fdecbb11d073,

title = "Local buckling analysis of pultruded frpthin-walled beams and columns",

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.",

keywords = "FRP, Local buckling, Thin-walled beams",

author = "Luigi Ascione and Berardi, {Valentino Paolo} and Antonella Giordano and Saverio Spadea",

year = "2012",

language = "English",

booktitle = "Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012",

publisher = "International Institute for FRP in Construction ",

address = "Canada",

note = "6th International Conference on FRP Composites in Civil Engineering, CICE 2012 ; Conference date: 13-06-2012 Through 15-06-2012",

}

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 et al.
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 proceeding › Conference contribution

TY - GEN

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

T2 - 6th International Conference on FRP Composites in Civil Engineering, CICE 2012

Y2 - 13 June 2012 through 15 June 2012

ER -

Local buckling analysis of pultruded frpthin-walled beams and columns

Abstract

Conference

Keywords

ASJC Scopus subject areas

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