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.
| Original language | English |
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| Title of host publication | ECCM 2012 |
| Subtitle of host publication | Composites at Venice, Proceedings of the 15th European Conference on Composite Materials |
| Publisher | European Conference on Composite Materials |
| ISBN (Print) | 9788888785332 |
| Publication status | Published - 2012 |
| Event | 15th European Conference on Composite Materials: Composites at Venice, ECCM 2012 - Venice, Italy Duration: 24 Jun 2012 → 28 Jun 2012 |
Conference
| Conference | 15th European Conference on Composite Materials: Composites at Venice, ECCM 2012 |
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| Country/Territory | Italy |
| City | Venice |
| Period | 24/06/12 → 28/06/12 |
Keywords
- Buckling
- Composite materials
- Finite element analysis
- Thin walled beams
ASJC Scopus subject areas
- Ceramics and Composites