FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3197576161> ?p ?o ?g. }

• W3197576161 endingPage "124737" @default.
• W3197576161 startingPage "124737" @default.
• W3197576161 abstract "This paper summarizes the results of an experimental investigation undertaken to evaluate the effect of different types of concrete confinement on the bond strength and the local bond stress-slip behavior of steel bars in tension. Thirty-two pullout specimens were tested. The investigated parameters included type and level of confinement, and ratio of concrete cover to steel bar diameter (c/db). Two categories covering four different types of confinement were evaluated: (1) active confinement applied as external transverse pressure and (2) passive confinement using: (i) conventional transverse steel ties, (ii) carbon fiber reinforced polymer (CFRP) jackets, (iii) a combination of CFRP jackets and transverse steel ties, or (iv) a combination of CFRP jackets and CFRP anchors. The specimens developed three distinct modes of bond failure: splitting mode associated with splitting of the concrete cover, pullout mode associated with pullout of the steel bar from the concrete, and a combination of pullout and splitting modes. Confining the concrete with any of the confinement methods used increased significantly the local bond strength, altered the failure mode from splitting to pullout or mixed splitting/pullout, and improved the ductility of local bond stress-slip response when compared to unconfined concrete. These improvements were highly dependent on the type and level of confinement used as well as the ratio of concrete cover to bar diameter c/db. The failure modes, the maximum local bond strength, and the local bond stress-slip behavior corresponding to the different types of confinement were compared and discussed vis-à-vis unconfined concrete. The intrinsic shapes of the experimentally measured local bond stress-slip responses were compared with the prediction of available analytical bond constitutive relationships." @default.
• W3197576161 created "2021-09-13" @default.
• W3197576161 creator A5007979312 @default.
• W3197576161 creator A5040333389 @default.
• W3197576161 creator A5063959707 @default.
• W3197576161 creator A5078697652 @default.
• W3197576161 creator A5083586029 @default.
• W3197576161 date "2021-10-01" @default.
• W3197576161 modified "2023-09-27" @default.
• W3197576161 title "Effect of active and passive concrete confinement on the bond stress-slip response of steel bars in tension" @default.
• W3197576161 cites W2022860950 @default.
• W3197576161 cites W2026126627 @default.
• W3197576161 cites W2086376275 @default.
• W3197576161 cites W2087523210 @default.
• W3197576161 cites W2125847845 @default.
• W3197576161 cites W2148135997 @default.
• W3197576161 cites W2151595182 @default.
• W3197576161 cites W2172322638 @default.
• W3197576161 cites W2298027384 @default.
• W3197576161 cites W2462186094 @default.
• W3197576161 cites W2087967497 @default.
• W3197576161 doi "https://doi.org/10.1016/j.conbuildmat.2021.124737" @default.
• W3197576161 hasPublicationYear "2021" @default.
• W3197576161 type Work @default.
• W3197576161 sameAs 3197576161 @default.
• W3197576161 citedByCount "5" @default.
• W3197576161 countsByYear W31975761612022 @default.
• W3197576161 countsByYear W31975761612023 @default.
• W3197576161 crossrefType "journal-article" @default.
• W3197576161 hasAuthorship W3197576161A5007979312 @default.
• W3197576161 hasAuthorship W3197576161A5040333389 @default.
• W3197576161 hasAuthorship W3197576161A5063959707 @default.
• W3197576161 hasAuthorship W3197576161A5078697652 @default.
• W3197576161 hasAuthorship W3197576161A5083586029 @default.
• W3197576161 hasConcept C111368507 @default.
• W3197576161 hasConcept C112950240 @default.
• W3197576161 hasConcept C121332964 @default.
• W3197576161 hasConcept C127313418 @default.
• W3197576161 hasConcept C127413603 @default.
• W3197576161 hasConcept C138885662 @default.
• W3197576161 hasConcept C146978453 @default.
• W3197576161 hasConcept C149912024 @default.
• W3197576161 hasConcept C154954056 @default.
• W3197576161 hasConcept C155860418 @default.
• W3197576161 hasConcept C159096172 @default.
• W3197576161 hasConcept C159985019 @default.
• W3197576161 hasConcept C186068551 @default.
• W3197576161 hasConcept C188721877 @default.
• W3197576161 hasConcept C192562407 @default.
• W3197576161 hasConcept C195268267 @default.
• W3197576161 hasConcept C21036866 @default.
• W3197576161 hasConcept C2776136241 @default.
• W3197576161 hasConcept C2776512210 @default.
• W3197576161 hasConcept C2777178879 @default.
• W3197576161 hasConcept C2777488572 @default.
• W3197576161 hasConcept C2779227376 @default.
• W3197576161 hasConcept C2988805333 @default.
• W3197576161 hasConcept C32909587 @default.
• W3197576161 hasConcept C41895202 @default.
• W3197576161 hasConcept C62520636 @default.
• W3197576161 hasConcept C66283442 @default.
• W3197576161 hasConcept C66938386 @default.
• W3197576161 hasConcept C68928338 @default.
• W3197576161 hasConceptScore W3197576161C111368507 @default.
• W3197576161 hasConceptScore W3197576161C112950240 @default.
• W3197576161 hasConceptScore W3197576161C121332964 @default.
• W3197576161 hasConceptScore W3197576161C127313418 @default.
• W3197576161 hasConceptScore W3197576161C127413603 @default.
• W3197576161 hasConceptScore W3197576161C138885662 @default.
• W3197576161 hasConceptScore W3197576161C146978453 @default.
• W3197576161 hasConceptScore W3197576161C149912024 @default.
• W3197576161 hasConceptScore W3197576161C154954056 @default.
• W3197576161 hasConceptScore W3197576161C155860418 @default.
• W3197576161 hasConceptScore W3197576161C159096172 @default.
• W3197576161 hasConceptScore W3197576161C159985019 @default.
• W3197576161 hasConceptScore W3197576161C186068551 @default.
• W3197576161 hasConceptScore W3197576161C188721877 @default.
• W3197576161 hasConceptScore W3197576161C192562407 @default.
• W3197576161 hasConceptScore W3197576161C195268267 @default.
• W3197576161 hasConceptScore W3197576161C21036866 @default.
• W3197576161 hasConceptScore W3197576161C2776136241 @default.
• W3197576161 hasConceptScore W3197576161C2776512210 @default.
• W3197576161 hasConceptScore W3197576161C2777178879 @default.
• W3197576161 hasConceptScore W3197576161C2777488572 @default.
• W3197576161 hasConceptScore W3197576161C2779227376 @default.
• W3197576161 hasConceptScore W3197576161C2988805333 @default.
• W3197576161 hasConceptScore W3197576161C32909587 @default.
• W3197576161 hasConceptScore W3197576161C41895202 @default.
• W3197576161 hasConceptScore W3197576161C62520636 @default.
• W3197576161 hasConceptScore W3197576161C66283442 @default.
• W3197576161 hasConceptScore W3197576161C66938386 @default.
• W3197576161 hasConceptScore W3197576161C68928338 @default.
• W3197576161 hasLocation W31975761611 @default.
• W3197576161 hasOpenAccess W3197576161 @default.
• W3197576161 hasPrimaryLocation W31975761611 @default.
• W3197576161 hasRelatedWork W1994467030 @default.
• W3197576161 hasRelatedWork W2053361952 @default.
• W3197576161 hasRelatedWork W2061936929 @default.

• next