FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3028357472> ?p ?o ?g. }

• W3028357472 abstract "This paper introduces field tests of the first continuous multispan slab-on-girder bridge with hybrid glass fiber-reinforced-polymer (GFRP)–steel reinforcement in Canada. The bridge was constructed in 2012 on Chemin Dunant overpassing the extension of Highway 410 in Sherbrooke (Quebec). The bridge consists of three spans with a maximum span of 44.6 m and is a typical slab-on-girder bridge with three traffic lanes. The bridge cross section consists of five steel girders, 1.9-m depth, covered with a 200-mm-thick concrete slab. The deck slab was reinforced with hybrid GFRP–steel reinforcement with a top mat of GFRP bars and a bottom mat of galvanized-steel bars. The Ministry of Transportation of Quebec recommends using galvanized-steel bars instead of black-steel bars because the former has higher corrosion resistance. The amount of reinforcement was determined using the empirical design method based on a steel reinforcement ratio of 1.0% according to existing design codes . The bridge was examined under live-load field testing involving seven load cases of truck locations. The steel-girder deflection was measured, and the strains in the GFRP and steel bars over an intermediate bridge pier were recorded. The field test showed very low strains in the GFRP and steel bars. The visual field inspection over approximately 6.5 years revealed that the bridge performed well under normal traffic conditions, confirming the applicability of using hybrid reinforcement in continuous bridges. An analytical parametric study was conducted examining the effects of changing the top reinforcement bar diameter, top and bottom reinforcement spacing, the hybrid- or GFRP-reinforced deck slab, and the dimensions of the steel-girder cross section (noncompact). The study revealed that the empirical method is conservative and calls for an unreasonable amount of reinforcement. Accordingly, the flexural design method (sectional analysis) should be used for the negative moment section." @default.
• W3028357472 created "2020-05-29" @default.
• W3028357472 creator A5009592022 @default.
• W3028357472 creator A5012947617 @default.
• W3028357472 creator A5052148604 @default.
• W3028357472 creator A5086423090 @default.
• W3028357472 date "2020-08-01" @default.
• W3028357472 modified "2023-10-16" @default.
• W3028357472 title "Design and Field Testing of a First Continuous Slab-on-Girder Bridge with a Hybrid GFRP–Steel-Reinforced Bridge Deck in Canada" @default.
• W3028357472 cites W1970566086 @default.
• W3028357472 cites W1974009636 @default.
• W3028357472 cites W1980431363 @default.
• W3028357472 cites W1981951311 @default.
• W3028357472 cites W1986848914 @default.
• W3028357472 cites W1989203900 @default.
• W3028357472 cites W1996775928 @default.
• W3028357472 cites W2023883435 @default.
• W3028357472 cites W2032133139 @default.
• W3028357472 cites W2033640476 @default.
• W3028357472 cites W2038593186 @default.
• W3028357472 cites W2041692407 @default.
• W3028357472 cites W2051858620 @default.
• W3028357472 cites W2059857588 @default.
• W3028357472 cites W2069867662 @default.
• W3028357472 cites W2082716469 @default.
• W3028357472 cites W2120693503 @default.
• W3028357472 cites W2120786908 @default.
• W3028357472 cites W2230692677 @default.
• W3028357472 cites W2300125469 @default.
• W3028357472 cites W2314654928 @default.
• W3028357472 cites W2737702009 @default.
• W3028357472 cites W2768350549 @default.
• W3028357472 cites W2911710334 @default.
• W3028357472 doi "https://doi.org/10.1061/(asce)be.1943-5592.0001579" @default.
• W3028357472 hasPublicationYear "2020" @default.
• W3028357472 type Work @default.
• W3028357472 sameAs 3028357472 @default.
• W3028357472 citedByCount "5" @default.
• W3028357472 countsByYear W30283574722021 @default.
• W3028357472 countsByYear W30283574722022 @default.
• W3028357472 countsByYear W30283574722023 @default.
• W3028357472 crossrefType "journal-article" @default.
• W3028357472 hasAuthorship W3028357472A5009592022 @default.
• W3028357472 hasAuthorship W3028357472A5012947617 @default.
• W3028357472 hasAuthorship W3028357472A5052148604 @default.
• W3028357472 hasAuthorship W3028357472A5086423090 @default.
• W3028357472 hasConcept C100776233 @default.
• W3028357472 hasConcept C113740112 @default.
• W3028357472 hasConcept C120665830 @default.
• W3028357472 hasConcept C121332964 @default.
• W3028357472 hasConcept C126322002 @default.
• W3028357472 hasConcept C127413603 @default.
• W3028357472 hasConcept C127416549 @default.
• W3028357472 hasConcept C159985019 @default.
• W3028357472 hasConcept C187320778 @default.
• W3028357472 hasConcept C192562407 @default.
• W3028357472 hasConcept C196316656 @default.
• W3028357472 hasConcept C2778966251 @default.
• W3028357472 hasConcept C2779227376 @default.
• W3028357472 hasConcept C2781355719 @default.
• W3028357472 hasConcept C48460631 @default.
• W3028357472 hasConcept C66938386 @default.
• W3028357472 hasConcept C67203356 @default.
• W3028357472 hasConcept C71924100 @default.
• W3028357472 hasConcept C76344452 @default.
• W3028357472 hasConcept C8846229 @default.
• W3028357472 hasConceptScore W3028357472C100776233 @default.
• W3028357472 hasConceptScore W3028357472C113740112 @default.
• W3028357472 hasConceptScore W3028357472C120665830 @default.
• W3028357472 hasConceptScore W3028357472C121332964 @default.
• W3028357472 hasConceptScore W3028357472C126322002 @default.
• W3028357472 hasConceptScore W3028357472C127413603 @default.
• W3028357472 hasConceptScore W3028357472C127416549 @default.
• W3028357472 hasConceptScore W3028357472C159985019 @default.
• W3028357472 hasConceptScore W3028357472C187320778 @default.
• W3028357472 hasConceptScore W3028357472C192562407 @default.
• W3028357472 hasConceptScore W3028357472C196316656 @default.
• W3028357472 hasConceptScore W3028357472C2778966251 @default.
• W3028357472 hasConceptScore W3028357472C2779227376 @default.
• W3028357472 hasConceptScore W3028357472C2781355719 @default.
• W3028357472 hasConceptScore W3028357472C48460631 @default.
• W3028357472 hasConceptScore W3028357472C66938386 @default.
• W3028357472 hasConceptScore W3028357472C67203356 @default.
• W3028357472 hasConceptScore W3028357472C71924100 @default.
• W3028357472 hasConceptScore W3028357472C76344452 @default.
• W3028357472 hasConceptScore W3028357472C8846229 @default.
• W3028357472 hasIssue "8" @default.
• W3028357472 hasLocation W30283574721 @default.
• W3028357472 hasOpenAccess W3028357472 @default.
• W3028357472 hasPrimaryLocation W30283574721 @default.
• W3028357472 hasRelatedWork W1972869622 @default.
• W3028357472 hasRelatedWork W1975241385 @default.
• W3028357472 hasRelatedWork W2354292768 @default.
• W3028357472 hasRelatedWork W2354339706 @default.
• W3028357472 hasRelatedWork W2360013177 @default.
• W3028357472 hasRelatedWork W2588419487 @default.
• W3028357472 hasRelatedWork W3159670247 @default.
• W3028357472 hasRelatedWork W587528349 @default.
• W3028357472 hasRelatedWork W607110998 @default.
• W3028357472 hasRelatedWork W658070460 @default.

• next