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Grant: Collaborative Research and Development Grants

University of British Columbia

$72,000.00

Development of high performance FRP fibers for concrete reinforcement

EF 2010-11

Résumé
Concrete is a brittle material that fractures easily. Reinforcing concrete with short, randomly oriented fibers significantly enhances its fracture toughness and improves its ductility. The various sectors of the construction industry currently use over 300,000 metric tons of fibers as concrete reinforcement annually. The objective of proposed project is to develop a family of innovative, high performance FRP (fiber reinforced polymer) fibers for concrete reinforcement. The intent is to combine the relatively high modulus and high strength of glass fiber with a durable polymeric matrix to produce a fiber uniquely suited for concrete reinforcement. Fiber deformations will be studied as a way of enhancing fiber's bond-slip response with concrete. Six FRP fibers spanning two different compositions and five different geometries will be investigated. In addition to fiber-matrix bond-slip studies, concrete reinforced with FRP fibers will be tested for mechanical properties such as quasi-static toughness and impact resistance, and durability characteristics such as resistance to shrinkage, stability in an alkaline environment, curling and abrasion. Wet-process shotcrete with FRP fibers will also be examined. Finally, the developed FRP fibers will be applied to three fully monitored demonstration projects including an industrial floor, a beam-column joint and a repair project involving shotcrete. An industry workshop will be organized in the last year. There are no FRP fibers currently on the market. This development will therefore provide the collaborating company with a novel family of innovative fibers for worldwide distribution. The project has ambitious plans for HQP training. Each year, it will have one doctoral, two masters, one post-doctoral fellow and four undergraduate research assistants (a total of 7 HQP) associated with it.
Programme
Collaborative Research and Development Grants
Emplacement
British Columbia, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
398351-2010
Name nom
Banthia, Nemkumar
Department département
Civil Engineering
Organization id
2
Institution établissement
University of British Columbia
Province en
British Columbia
Province fr
Colombie-Britannique
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2010
Competition year année de concours
2010
Award amount
72000
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
601
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Structural engineering
Area of application fr
Génie des charpentes
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
Partie
1
Nb partie
4
Application title
Development of high performance FRP fibers for concrete reinforcement
Keyword
NSERC
Application summary
Concrete is a brittle material that fractures easily. Reinforcing concrete with short, randomly oriented fibers significantly enhances its fracture toughness and improves its ductility. The various sectors of the construction industry currently use over 300,000 metric tons of fibers as concrete reinforcement annually. The objective of proposed project is to develop a family of innovative, high performance FRP (fiber reinforced polymer) fibers for concrete reinforcement. The intent is to combine the relatively high modulus and high strength of glass fiber with a durable polymeric matrix to produce a fiber uniquely suited for concrete reinforcement. Fiber deformations will be studied as a way of enhancing fiber's bond-slip response with concrete. Six FRP fibers spanning two different compositions and five different geometries will be investigated. In addition to fiber-matrix bond-slip studies, concrete reinforced with FRP fibers will be tested for mechanical properties such as quasi-static toughness and impact resistance, and durability characteristics such as resistance to shrinkage, stability in an alkaline environment, curling and abrasion. Wet-process shotcrete with FRP fibers will also be examined. Finally, the developed FRP fibers will be applied to three fully monitored demonstration projects including an industrial floor, a beam-column joint and a repair project involving shotcrete. An industry workshop will be organized in the last year. There are no FRP fibers currently on the market. This development will therefore provide the collaborating company with a novel family of innovative fibers for worldwide distribution. The project has ambitious plans for HQP training. Each year, it will have one doctoral, two masters, one post-doctoral fellow and four undergraduate research assistants (a total of 7 HQP) associated with it.