Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200502810> ?p ?o ?g. }
Showing items 1 to 92 of
92
with 100 items per page.
- W4200502810 endingPage "1494" @default.
- W4200502810 startingPage "1484" @default.
- W4200502810 abstract "<p indent=0mm>The shear failure behavior and the size effect of shear strength of carbon fiber-reinforced plastic (CFRP)-reinforced concrete beam-column joints are investigated in this study. The finite element model for failure analysis of CFRP-reinforced concrete beam-column joints was established using a mesoscale numerical method. The mesoscale failure mode and failure mechanism of geometrically similar CFRP-reinforced concrete beam-column joints were studied, and the influence of CFRP-bar ratio on shear strength and size effect law of joints was discussed. The simulation results show that the nominal shear strength of CFRP-reinforced concrete beam-column joints has an obvious size effect, and the size effect of shear strength can be alleviated by increasing the CFRP-bar ratio. In addition, it is found that the size effect of the nominal shear strength of concrete beam-column joints with CFRP bars is more obvious than that of reinforced concrete (RC) beam-column joints. Based on the size effect law of nominal shear strength for RC beam-column joints, considering the effect of stirrup ratio proposed in the previous work, along with the numerical test results in this study, the size effect law was extended and established for the analysis of nominal shear strength of concrete beam-column joints with CFRP bars." @default.
- W4200502810 created "2021-12-31" @default.
- W4200502810 creator A5013029835 @default.
- W4200502810 creator A5062892511 @default.
- W4200502810 creator A5071314759 @default.
- W4200502810 creator A5072962195 @default.
- W4200502810 creator A5088889810 @default.
- W4200502810 date "2022-06-24" @default.
- W4200502810 modified "2023-09-26" @default.
- W4200502810 title "Influence of stirrup ratio on size effect of shear strength of concrete beam-column joints reinforced with CFRP bars" @default.
- W4200502810 cites W1932861088 @default.
- W4200502810 cites W1971422826 @default.
- W4200502810 cites W1972333906 @default.
- W4200502810 cites W1980431363 @default.
- W4200502810 cites W1981139680 @default.
- W4200502810 cites W1983074928 @default.
- W4200502810 cites W1994997039 @default.
- W4200502810 cites W2006731592 @default.
- W4200502810 cites W2012447805 @default.
- W4200502810 cites W2016968991 @default.
- W4200502810 cites W2016973801 @default.
- W4200502810 cites W2019863607 @default.
- W4200502810 cites W2037669400 @default.
- W4200502810 cites W2054879291 @default.
- W4200502810 cites W2066636901 @default.
- W4200502810 cites W2073444333 @default.
- W4200502810 cites W2076574759 @default.
- W4200502810 cites W2084156309 @default.
- W4200502810 cites W2084850885 @default.
- W4200502810 cites W2111330883 @default.
- W4200502810 cites W2120550427 @default.
- W4200502810 cites W2134207463 @default.
- W4200502810 cites W2233849100 @default.
- W4200502810 cites W2236097927 @default.
- W4200502810 cites W2236891449 @default.
- W4200502810 cites W2239673496 @default.
- W4200502810 cites W2318022005 @default.
- W4200502810 cites W2599234775 @default.
- W4200502810 cites W2889364052 @default.
- W4200502810 cites W2998832258 @default.
- W4200502810 cites W3115127807 @default.
- W4200502810 cites W3151195536 @default.
- W4200502810 doi "https://doi.org/10.1360/sst-2021-0333" @default.
- W4200502810 hasPublicationYear "2022" @default.
- W4200502810 type Work @default.
- W4200502810 citedByCount "0" @default.
- W4200502810 crossrefType "journal-article" @default.
- W4200502810 hasAuthorship W4200502810A5013029835 @default.
- W4200502810 hasAuthorship W4200502810A5062892511 @default.
- W4200502810 hasAuthorship W4200502810A5071314759 @default.
- W4200502810 hasAuthorship W4200502810A5072962195 @default.
- W4200502810 hasAuthorship W4200502810A5088889810 @default.
- W4200502810 hasConcept C127413603 @default.
- W4200502810 hasConcept C13355873 @default.
- W4200502810 hasConcept C159985019 @default.
- W4200502810 hasConcept C168834538 @default.
- W4200502810 hasConcept C192562407 @default.
- W4200502810 hasConcept C2776021025 @default.
- W4200502810 hasConcept C2780551164 @default.
- W4200502810 hasConcept C2988805333 @default.
- W4200502810 hasConcept C66938386 @default.
- W4200502810 hasConcept C96035792 @default.
- W4200502810 hasConceptScore W4200502810C127413603 @default.
- W4200502810 hasConceptScore W4200502810C13355873 @default.
- W4200502810 hasConceptScore W4200502810C159985019 @default.
- W4200502810 hasConceptScore W4200502810C168834538 @default.
- W4200502810 hasConceptScore W4200502810C192562407 @default.
- W4200502810 hasConceptScore W4200502810C2776021025 @default.
- W4200502810 hasConceptScore W4200502810C2780551164 @default.
- W4200502810 hasConceptScore W4200502810C2988805333 @default.
- W4200502810 hasConceptScore W4200502810C66938386 @default.
- W4200502810 hasConceptScore W4200502810C96035792 @default.
- W4200502810 hasIssue "10" @default.
- W4200502810 hasLocation W42005028101 @default.
- W4200502810 hasOpenAccess W4200502810 @default.
- W4200502810 hasPrimaryLocation W42005028101 @default.
- W4200502810 hasRelatedWork W1528826807 @default.
- W4200502810 hasRelatedWork W2031724997 @default.
- W4200502810 hasRelatedWork W2048710845 @default.
- W4200502810 hasRelatedWork W2087707356 @default.
- W4200502810 hasRelatedWork W2366911584 @default.
- W4200502810 hasRelatedWork W2384775256 @default.
- W4200502810 hasRelatedWork W3002466103 @default.
- W4200502810 hasRelatedWork W4200529572 @default.
- W4200502810 hasRelatedWork W4231243042 @default.
- W4200502810 hasRelatedWork W585999760 @default.
- W4200502810 hasVolume "52" @default.
- W4200502810 isParatext "false" @default.
- W4200502810 isRetracted "false" @default.
- W4200502810 workType "article" @default.