Grant: Idea to Innovation
Université de Sherbrooke
$60,000.00
Développement de structures hybrides à haute performance
EF 2019-20
Résumé
As part of this proposal, we aim in the short-term, small-span bridges market (bridge-span lower or equal to 10 m) for the main beams and pillars of bridges, as well as the market for multi story parking garages. This INNOV-Phase 1 project includes three parts: Part 1: Design, manufacture and testing of hybrid high performance prestressed beams. Part 2: Design and testing of large-scale high-performance hybrid columns. Part 3: Design, fabrication and evaluation of the structural performance of new connections beams / columns hybrid high performance. High performance hybrid structures are composed of an outer tube in fiber reinforced polymers (FRP) and reinforced concrete poured inside the FRP tube. The latter is used not only as permanent formwork for concrete protection against deicing salt, excess service-loads and cracking of concrete, but also as a structural reinforcement that can carry flexural and shear loads. The FRP outer tube provides a confinement of concrete to increase its compression resistance and prevent its premature cracking. It also greatly increases the ductility of concrete. A new version of the hybrid structures is the partially filled with reinforced concrete. An inner FRP tube is integrated inside the outer FRP tube to allow not only the creation of void and thus reducing the self-weight of the beam, but also it acts as a tensile reinforcement. This new technology of hybrid structures offers enhanced design flexibility based on the best contributions of physical and mechanical properties of each of the four components: outer tube, inner tube, concrete and steel tensile reinforcement.
Programme
Idea to Innovation
Bénéficiaire
Emplacement
Quebec, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
486880-2015
Name nom
Masmoudi, Radhouane
Department département
Génie civil
Organization id
68
Institution établissement
Université de Sherbrooke
Province en
Québec
Province fr
Québec
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2019
Competition year année de concours
2015
Award amount
60000
Program id
I2IPJ
Program name en
Idea to Innovation
Program name fr
De l'idée à l'innovation
Group en
RESEARCH PARTNERSHIPS
Group fr
PARTENARIATS DE RECHERCHE
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
1001
Area of application group en
Northern development
Area of application group fr
Développement du nord
Area of application en
Construction, transportation and communications
Area of application fr
Construction, transports et communications
Research subject code
1103
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Concrete structures
Research subject fr
Structures en béton
Installment
inst:2 - 2
Partie
2
Nb partie
2
Application title
Développement de structures hybrides à haute performance
Keyword
NSERC
Application summary
As part of this proposal, we aim in the short-term, small-span bridges market (bridge-span lower or equal to 10 m) for the main beams and pillars of bridges, as well as the market for multi story parking garages. This INNOV-Phase 1 project includes three parts: Part 1: Design, manufacture and testing of hybrid high performance prestressed beams. Part 2: Design and testing of large-scale high-performance hybrid columns. Part 3: Design, fabrication and evaluation of the structural performance of new connections beams / columns hybrid high performance. High performance hybrid structures are composed of an outer tube in fiber reinforced polymers (FRP) and reinforced concrete poured inside the FRP tube. The latter is used not only as permanent formwork for concrete protection against deicing salt, excess service-loads and cracking of concrete, but also as a structural reinforcement that can carry flexural and shear loads. The FRP outer tube provides a confinement of concrete to increase its compression resistance and prevent its premature cracking. It also greatly increases the ductility of concrete. A new version of the hybrid structures is the partially filled with reinforced concrete. An inner FRP tube is integrated inside the outer FRP tube to allow not only the creation of void and thus reducing the self-weight of the beam, but also it acts as a tensile reinforcement. This new technology of hybrid structures offers enhanced design flexibility based on the best contributions of physical and mechanical properties of each of the four components: outer tube, inner tube, concrete and steel tensile reinforcement.