Matches in SemOpenAlex for { <https://semopenalex.org/work/W3187480480> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W3187480480 endingPage "31" @default.
- W3187480480 startingPage "19" @default.
- W3187480480 abstract "The load carrying and deformation capacity of square reinforced concrete (RC) column confined by rectangular spiral lateral reinforcement subjected to axial load were investigated numerically using abaqus. Thirty one short square RC columns were modeled where seventeen had conventional hoop tie and the remaining fourteen columns had rectangular spiral lateral reinforcement configuration. The configuration, amount and spacing of the lateral reinforcement were included as a factor of confinement in the investigation. Different amounts of lateral reinforcement including 1.4%, 1.6%, 1.8%, 2% and 2.3% were provided in the investigated columns. The diameters of lateral reinforcement used for confinement purpose were 6 mm, 8 mm and 10 mm. The primary objective of this study was focused on the investigation of confinement effect of continuous lateral reinforcement configuration in terms of stress carrying and deformation capacity of confined reinforced concrete columns. RC columns confined with either configuration (hoop or spiral) of lateral reinforcement and provided with the amount of reinforcement in the range of 1.6% to 2% where the spacing to core depth (s/dc) ratio was maintained in the range of 0.4-0.5 had exhibited improved deformation and stress capacity. Accordingly, confined RC columns with rectangular hoop lateral reinforcement had 12% and RC columns with continuous spiral lateral reinforcement had 40% higher deformation capacity compared to RC columns with the same amount and configuration of lateral reinforcement but where the spacing was in such a way s/dc ratio was ≥ 0.5. Clearly, the use of rectangular spiral reinforcement as lateral reinforcement could be considered as a better alternative for lateral reinforcement of short square RC columns particularly, where the deformation capacity is the main importance" @default.
- W3187480480 created "2021-08-16" @default.
- W3187480480 creator A5083370596 @default.
- W3187480480 date "2021-03-25" @default.
- W3187480480 modified "2023-09-23" @default.
- W3187480480 title "Investigation of RC column confined by rectangular spiral reinforcement through the use of finite element analysis" @default.
- W3187480480 doi "https://doi.org/10.20372/ejssdastu:v8.i2.2021.291" @default.
- W3187480480 hasPublicationYear "2021" @default.
- W3187480480 type Work @default.
- W3187480480 sameAs 3187480480 @default.
- W3187480480 citedByCount "0" @default.
- W3187480480 crossrefType "journal-article" @default.
- W3187480480 hasAuthorship W3187480480A5083370596 @default.
- W3187480480 hasConcept C127413603 @default.
- W3187480480 hasConcept C135628077 @default.
- W3187480480 hasConcept C135692309 @default.
- W3187480480 hasConcept C138885662 @default.
- W3187480480 hasConcept C159985019 @default.
- W3187480480 hasConcept C174128100 @default.
- W3187480480 hasConcept C178290832 @default.
- W3187480480 hasConcept C192562407 @default.
- W3187480480 hasConcept C204366326 @default.
- W3187480480 hasConcept C21036866 @default.
- W3187480480 hasConcept C2524010 @default.
- W3187480480 hasConcept C33923547 @default.
- W3187480480 hasConcept C41895202 @default.
- W3187480480 hasConcept C66938386 @default.
- W3187480480 hasConcept C67203356 @default.
- W3187480480 hasConcept C78519656 @default.
- W3187480480 hasConceptScore W3187480480C127413603 @default.
- W3187480480 hasConceptScore W3187480480C135628077 @default.
- W3187480480 hasConceptScore W3187480480C135692309 @default.
- W3187480480 hasConceptScore W3187480480C138885662 @default.
- W3187480480 hasConceptScore W3187480480C159985019 @default.
- W3187480480 hasConceptScore W3187480480C174128100 @default.
- W3187480480 hasConceptScore W3187480480C178290832 @default.
- W3187480480 hasConceptScore W3187480480C192562407 @default.
- W3187480480 hasConceptScore W3187480480C204366326 @default.
- W3187480480 hasConceptScore W3187480480C21036866 @default.
- W3187480480 hasConceptScore W3187480480C2524010 @default.
- W3187480480 hasConceptScore W3187480480C33923547 @default.
- W3187480480 hasConceptScore W3187480480C41895202 @default.
- W3187480480 hasConceptScore W3187480480C66938386 @default.
- W3187480480 hasConceptScore W3187480480C67203356 @default.
- W3187480480 hasConceptScore W3187480480C78519656 @default.
- W3187480480 hasIssue "2" @default.
- W3187480480 hasLocation W31874804801 @default.
- W3187480480 hasOpenAccess W3187480480 @default.
- W3187480480 hasPrimaryLocation W31874804801 @default.
- W3187480480 hasRelatedWork W1866247579 @default.
- W3187480480 hasRelatedWork W1995617961 @default.
- W3187480480 hasRelatedWork W2006028240 @default.
- W3187480480 hasRelatedWork W2014196998 @default.
- W3187480480 hasRelatedWork W2030797868 @default.
- W3187480480 hasRelatedWork W2057459517 @default.
- W3187480480 hasRelatedWork W2067516195 @default.
- W3187480480 hasRelatedWork W2118603506 @default.
- W3187480480 hasRelatedWork W2122199315 @default.
- W3187480480 hasRelatedWork W2314587039 @default.
- W3187480480 hasRelatedWork W2316320456 @default.
- W3187480480 hasRelatedWork W2590285330 @default.
- W3187480480 hasRelatedWork W2781956867 @default.
- W3187480480 hasRelatedWork W2914338057 @default.
- W3187480480 hasRelatedWork W2999222664 @default.
- W3187480480 hasRelatedWork W3088594345 @default.
- W3187480480 hasRelatedWork W3126735389 @default.
- W3187480480 hasRelatedWork W3186735929 @default.
- W3187480480 hasRelatedWork W3210870370 @default.
- W3187480480 hasRelatedWork W951344671 @default.
- W3187480480 hasVolume "8" @default.
- W3187480480 isParatext "false" @default.
- W3187480480 isRetracted "false" @default.
- W3187480480 magId "3187480480" @default.
- W3187480480 workType "article" @default.