Fiset Mathieu, Bastien Josée et Mitchell Denis. (2022). Design of concrete members strengthened in shear with vertical bonded bars. Dans : 11th International Conference on Short and Medium Span Bridgest , July 19-22, 2022, Toronto, Ontario, Canada.
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Résumé
Due to design using older codes, material degradation and increased traffic loads, numerous reinforced concrete bridge members, such as beams and slabs, have insufficient shear capacity and need shear strengthening. An efficient shear strengthening technique consists of adding drilled-in vertical reinforcing bars within the existing concrete member and to bond these bars to the concrete with high-strength epoxy adhesive. However, the shear design method prescribed by the Canadian Highway Bridge Design Code for members with stirrups may overestimate the shear capacity of shear strengthened members with epoxy-bonded bars. This paper presents the effect of bonded shear reinforcement on shear resistance mechanisms and summarizes a proposed shear design method developed for reinforced concrete members with epoxy-bonded shear reinforcement.
Type de document: | Matériel de conférence (Non spécifié) |
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Date: | 19 Juillet 2022 |
Sujets: | Sciences naturelles et génie > Génie Sciences naturelles et génie > Génie > Génie des matériaux et génie métallurgique Sciences naturelles et génie > Sciences appliquées |
Département, module, service et unité de recherche: | Départements et modules > Département des sciences appliquées > Module d'ingénierie |
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Mots-clés: | vertical bonded bars, concrete strengthened, barres verticales collées, béton renforcés, epoxy adhesive, adhésif époxy, shear strengthened, cisaillement renforcé |
Déposé le: | 08 avr. 2023 16:34 |
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Dernière modification: | 08 avr. 2023 16:34 |
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