A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Strengthening slabs using externally-bonded strip composites: Analysis of concrete covers on the strengthening
This study pertains to the experimental and theoretical behaviour of slabs strengthened by fibre reinforced polymer (FRP). The experimental results show that FRP significantly increases punching failure stress, resulting in a reduction of slab rotation around the loading column. The theoretical investigation presents a finite element model for the bending of strengthened slabs. The developed model considers the concrete as a 3D multi-layered non-linear material and explicitly takes into account the steel reinforcement and the FRP strips. The proposed model is then used to analyse the effects of a concrete cover on the reinforcement and repairs. In the analysed cases, the results show that an average reduction in the concrete shear modulus, between steel rod and FRP, of more than 30% leads to significant reductions of stress and slab stiffness.
Strengthening slabs using externally-bonded strip composites: Analysis of concrete covers on the strengthening
This study pertains to the experimental and theoretical behaviour of slabs strengthened by fibre reinforced polymer (FRP). The experimental results show that FRP significantly increases punching failure stress, resulting in a reduction of slab rotation around the loading column. The theoretical investigation presents a finite element model for the bending of strengthened slabs. The developed model considers the concrete as a 3D multi-layered non-linear material and explicitly takes into account the steel reinforcement and the FRP strips. The proposed model is then used to analyse the effects of a concrete cover on the reinforcement and repairs. In the analysed cases, the results show that an average reduction in the concrete shear modulus, between steel rod and FRP, of more than 30% leads to significant reductions of stress and slab stiffness.
Strengthening slabs using externally-bonded strip composites: Analysis of concrete covers on the strengthening
Agbossou, Amen (author) / Michel, Laurent (author) / Lagache, Manuel (author) / Hamelin, Patrice (author)
Composites, Part B: Engineering ; 39 ; 1125-1135
2008
11 Seiten
Article (Journal)
English
Befestigungselement , Biegefestigkeit , Biegemodul , Biegesteifigkeit , carbonfaserverstärkter Kunststoff , dreidimensionale Darstellung , Epoxidharz , Fehleranalyse , Finite-Elemente-Methode , mechanische Verstärkung , mechanisches Modell , Schermodul , Schlagbeanspruchung , Stahlbeton , Theorie-Experiment-Vergleich , Verbundplatte
| British Library Online Contents | 2008
EXTERNALLY BONDED COMPOSITES FOR STRENGTHENING CONCRETE T-BEAM BRIDGES
| British Library Conference Proceedings | 1999
Strengthening of Recycled Concrete Aggregates Two-Way RC Slabs by Externally Bonded CFRP
| Springer Verlag | 2021
Externally Bonded Carbon Fiber for Strengthening Concrete
| British Library Conference Proceedings | 1996
Externally Bonded Composites for Strengthening Two Concrete T-Beam Bridges
| British Library Conference Proceedings | 1999