FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4323565514> ?p ?o ?g. }

• W4323565514 endingPage "706" @default.
• W4323565514 startingPage "706" @default.
• W4323565514 abstract "Congested reinforcement may lead to difficulties with compacting concrete and reduce the connection efficiency. To overcome this problem, using large-diameter longitudinal rebar to replace medium-diameter longitudinal rebar to reduce the number of longitudinal rebars may be a useful mean. However, the seismic behavior of precast concrete (PC) columns with different-diameter longitudinal rebars was still unclear. In order to evaluate the influence of large-diameter longitudinal rebar replacement on the seismic behavior of PC columns, a series of large-scale reinforced concrete (RC) columns adopting similar concrete strength, longitudinal rebar ratio, and transverse rebar ratio was fabricated and tested. Six of the columns were prefabricated with grouted sleeve connections and the remaining two were cast in place (CIP) for reference. The longitudinal rebar diameter varied from 18 mm to 32 mm. A low-cycle reversed horizontal load was applied to study their seismic performance, including failure modes, load-bearing capacity, hysteresis behavior, stiffness degeneration, and energy-dissipation capacity. The test results showed that the PC column with large-diameter longitudinal rebar replacement performed similarly to CIP columns in general. The column with large-diameter longitudinal rebar suffered significant bond-slip between longitudinal rebar and concrete, especially for columns with a high axial compressive ratio of 0.6. It may be of detriment to the seismic behavior of the columns to some extent. Additionally, with the increase in the diameter of longitudinal rebar, the ductility and energy-dissipation capacity of PC columns were reduced slightly. In the grouted sleeve region, a local rigid zone was formed, making its overall lateral stiffness higher than that of corresponding CIP columns. It is recommended to extend the strengthening zone, with closer transverse reinforcement, to two times the column depth of the PC columns with grouted sleeve connections, as the plastic hinges may be shifted upward." @default.
• W4323565514 created "2023-03-09" @default.
• W4323565514 creator A5005268258 @default.
• W4323565514 creator A5030863883 @default.
• W4323565514 creator A5064422120 @default.
• W4323565514 date "2023-03-08" @default.
• W4323565514 modified "2023-10-18" @default.
• W4323565514 title "Effects of Large-Diameter Rebar Replacement on Seismic Behavior of Precast Concrete Columns with Grouted Sleeve Connections" @default.
• W4323565514 cites W2047715152 @default.
• W4323565514 cites W2121567963 @default.
• W4323565514 cites W2298027384 @default.
• W4323565514 cites W2331986481 @default.
• W4323565514 cites W2333213929 @default.
• W4323565514 cites W2341449847 @default.
• W4323565514 cites W2467414720 @default.
• W4323565514 cites W2491373060 @default.
• W4323565514 cites W2523735589 @default.
• W4323565514 cites W2809229781 @default.
• W4323565514 cites W2908953244 @default.
• W4323565514 cites W2963798490 @default.
• W4323565514 cites W2992590641 @default.
• W4323565514 cites W3137626248 @default.
• W4323565514 cites W3199594996 @default.
• W4323565514 cites W3217023577 @default.
• W4323565514 cites W4205755018 @default.
• W4323565514 cites W4214587238 @default.
• W4323565514 cites W4283785541 @default.
• W4323565514 doi "https://doi.org/10.3390/buildings13030706" @default.
• W4323565514 hasPublicationYear "2023" @default.
• W4323565514 type Work @default.
• W4323565514 citedByCount "0" @default.
• W4323565514 crossrefType "journal-article" @default.
• W4323565514 hasAuthorship W4323565514A5005268258 @default.
• W4323565514 hasAuthorship W4323565514A5030863883 @default.
• W4323565514 hasAuthorship W4323565514A5064422120 @default.
• W4323565514 hasBestOaLocation W43235655141 @default.
• W4323565514 hasConcept C121332964 @default.
• W4323565514 hasConcept C125450124 @default.
• W4323565514 hasConcept C127413603 @default.
• W4323565514 hasConcept C135402231 @default.
• W4323565514 hasConcept C149912024 @default.
• W4323565514 hasConcept C154954056 @default.
• W4323565514 hasConcept C159985019 @default.
• W4323565514 hasConcept C192562407 @default.
• W4323565514 hasConcept C2776512210 @default.
• W4323565514 hasConcept C2778664469 @default.
• W4323565514 hasConcept C2779372316 @default.
• W4323565514 hasConcept C66938386 @default.
• W4323565514 hasConcept C97355855 @default.
• W4323565514 hasConceptScore W4323565514C121332964 @default.
• W4323565514 hasConceptScore W4323565514C125450124 @default.
• W4323565514 hasConceptScore W4323565514C127413603 @default.
• W4323565514 hasConceptScore W4323565514C135402231 @default.
• W4323565514 hasConceptScore W4323565514C149912024 @default.
• W4323565514 hasConceptScore W4323565514C154954056 @default.
• W4323565514 hasConceptScore W4323565514C159985019 @default.
• W4323565514 hasConceptScore W4323565514C192562407 @default.
• W4323565514 hasConceptScore W4323565514C2776512210 @default.
• W4323565514 hasConceptScore W4323565514C2778664469 @default.
• W4323565514 hasConceptScore W4323565514C2779372316 @default.
• W4323565514 hasConceptScore W4323565514C66938386 @default.
• W4323565514 hasConceptScore W4323565514C97355855 @default.
• W4323565514 hasIssue "3" @default.
• W4323565514 hasLocation W43235655141 @default.
• W4323565514 hasOpenAccess W4323565514 @default.
• W4323565514 hasPrimaryLocation W43235655141 @default.
• W4323565514 hasRelatedWork W1976594089 @default.
• W4323565514 hasRelatedWork W2379426669 @default.
• W4323565514 hasRelatedWork W2990493912 @default.
• W4323565514 hasRelatedWork W3045632622 @default.
• W4323565514 hasRelatedWork W3110527080 @default.
• W4323565514 hasRelatedWork W3133948365 @default.
• W4323565514 hasRelatedWork W3174357382 @default.
• W4323565514 hasRelatedWork W3212875912 @default.
• W4323565514 hasRelatedWork W4284885797 @default.
• W4323565514 hasRelatedWork W2782949107 @default.
• W4323565514 hasVolume "13" @default.
• W4323565514 isParatext "false" @default.
• W4323565514 isRetracted "false" @default.
• W4323565514 workType "article" @default.