Matches in SemOpenAlex for { <https://semopenalex.org/work/W3201411666> ?p ?o ?g. }
Showing items 1 to 91 of
91
with 100 items per page.
- W3201411666 endingPage "2414" @default.
- W3201411666 startingPage "2406" @default.
- W3201411666 abstract "Reinforced concrete (RC) slabs of highway bridge decks are gradually deteriorated due to the traffic vehicle wheel-loading. Fatigue is one of a number of possible causes for the deterioration. Cantilever RC slabs of the bridge are also damaged by fatigue loading. To increase the fatigue durability of the bridge deck slab, the near-surface mounted (NSM) technique is used with carbon fiber reinforced polymer (CFRP) rods embedded in the RC slab as an effective strengthening method. This study presents the fatigue characteristics of cantilever RC slabs strengthened with CFRP rods with a high-modulus of elasticity. A cantilever RC slab specimen with embedded CFRP rods with high moduli was constructed on a moving-wheel load testing machine and tested for approximately 11 months. The slab had a minimum thickness of 160 mm (as stipulated by the Japanese design code), and the minimum number of steel reinforcements was embedded to ensure (negative) flexural failure of the RC slab where CFRP rods were not used. During the test, the CFRP strengthened slab specimen was subjected to a negative bending moment from repeated moving-wheel loads. Very limited experimental data are available for the evaluation of the structural behavior of cantilever bridge decks subjected to wheel loads. Therefore, the moving-wheel fatigue experiment of the cantilever RC slab with NSM CFRP rods would be useful information for strengthening. The moving-wheel loading test confirmed the increase in fatigue durability of the CFRP strengthened slab as the slab specimen endured approximately 3.56 million equivalent-cycles at an initial load of 60 kN, which was 32% higher than the designed service load. The experimental investigation revealed that the ultimate failure of the cantilever slab was punching shear failure attributed to the rupture of the CFRP rods." @default.
- W3201411666 created "2021-09-27" @default.
- W3201411666 creator A5029925363 @default.
- W3201411666 creator A5048685457 @default.
- W3201411666 date "2021-12-01" @default.
- W3201411666 modified "2023-10-04" @default.
- W3201411666 title "Moving-wheel fatigue durability of cantilever bridge deck slab strengthened with high-modulus CFRP rods" @default.
- W3201411666 cites W1984266229 @default.
- W3201411666 cites W1985572832 @default.
- W3201411666 cites W1988626113 @default.
- W3201411666 cites W2010806903 @default.
- W3201411666 cites W2016165216 @default.
- W3201411666 cites W2023201254 @default.
- W3201411666 cites W2027313279 @default.
- W3201411666 cites W2061316971 @default.
- W3201411666 cites W2066649507 @default.
- W3201411666 cites W2069286661 @default.
- W3201411666 cites W2089404698 @default.
- W3201411666 cites W2110237557 @default.
- W3201411666 cites W2120693503 @default.
- W3201411666 cites W2132437771 @default.
- W3201411666 cites W2156538359 @default.
- W3201411666 cites W2593162574 @default.
- W3201411666 cites W2900628137 @default.
- W3201411666 cites W2998316108 @default.
- W3201411666 cites W3000429566 @default.
- W3201411666 cites W3134875744 @default.
- W3201411666 cites W4239965081 @default.
- W3201411666 doi "https://doi.org/10.1016/j.istruc.2021.09.018" @default.
- W3201411666 hasPublicationYear "2021" @default.
- W3201411666 type Work @default.
- W3201411666 sameAs 3201411666 @default.
- W3201411666 citedByCount "5" @default.
- W3201411666 countsByYear W32014116662021 @default.
- W3201411666 countsByYear W32014116662022 @default.
- W3201411666 countsByYear W32014116662023 @default.
- W3201411666 crossrefType "journal-article" @default.
- W3201411666 hasAuthorship W3201411666A5029925363 @default.
- W3201411666 hasAuthorship W3201411666A5048685457 @default.
- W3201411666 hasConcept C100776233 @default.
- W3201411666 hasConcept C104304963 @default.
- W3201411666 hasConcept C113740112 @default.
- W3201411666 hasConcept C126322002 @default.
- W3201411666 hasConcept C127413603 @default.
- W3201411666 hasConcept C141354745 @default.
- W3201411666 hasConcept C142724271 @default.
- W3201411666 hasConcept C159985019 @default.
- W3201411666 hasConcept C162184086 @default.
- W3201411666 hasConcept C192562407 @default.
- W3201411666 hasConcept C193867417 @default.
- W3201411666 hasConcept C204787440 @default.
- W3201411666 hasConcept C2778966251 @default.
- W3201411666 hasConcept C2992260121 @default.
- W3201411666 hasConcept C66938386 @default.
- W3201411666 hasConcept C71924100 @default.
- W3201411666 hasConceptScore W3201411666C100776233 @default.
- W3201411666 hasConceptScore W3201411666C104304963 @default.
- W3201411666 hasConceptScore W3201411666C113740112 @default.
- W3201411666 hasConceptScore W3201411666C126322002 @default.
- W3201411666 hasConceptScore W3201411666C127413603 @default.
- W3201411666 hasConceptScore W3201411666C141354745 @default.
- W3201411666 hasConceptScore W3201411666C142724271 @default.
- W3201411666 hasConceptScore W3201411666C159985019 @default.
- W3201411666 hasConceptScore W3201411666C162184086 @default.
- W3201411666 hasConceptScore W3201411666C192562407 @default.
- W3201411666 hasConceptScore W3201411666C193867417 @default.
- W3201411666 hasConceptScore W3201411666C204787440 @default.
- W3201411666 hasConceptScore W3201411666C2778966251 @default.
- W3201411666 hasConceptScore W3201411666C2992260121 @default.
- W3201411666 hasConceptScore W3201411666C66938386 @default.
- W3201411666 hasConceptScore W3201411666C71924100 @default.
- W3201411666 hasLocation W32014116661 @default.
- W3201411666 hasOpenAccess W3201411666 @default.
- W3201411666 hasPrimaryLocation W32014116661 @default.
- W3201411666 hasRelatedWork W1991834112 @default.
- W3201411666 hasRelatedWork W1994643091 @default.
- W3201411666 hasRelatedWork W2067906682 @default.
- W3201411666 hasRelatedWork W2068789061 @default.
- W3201411666 hasRelatedWork W2352512099 @default.
- W3201411666 hasRelatedWork W2365916395 @default.
- W3201411666 hasRelatedWork W2545045799 @default.
- W3201411666 hasRelatedWork W3169823456 @default.
- W3201411666 hasRelatedWork W3210529882 @default.
- W3201411666 hasRelatedWork W4285250646 @default.
- W3201411666 hasVolume "34" @default.
- W3201411666 isParatext "false" @default.
- W3201411666 isRetracted "false" @default.
- W3201411666 magId "3201411666" @default.
- W3201411666 workType "article" @default.