Matches in SemOpenAlex for { <https://semopenalex.org/work/W638183170> ?p ?o ?g. }
Showing items 1 to 73 of
73
with 100 items per page.
- W638183170 abstract "The reducing in cross sectional area of a reinforcing steel bar (rebar) by corrosion suggests the possibility of decreased bond strength between the rebar and surrounding concrete. The efficacy a common repair method for corroded rebar used in concrete structures is discussed in this report. The method includes removal of concrete damaged by the rebar corrosion, cleaning of the rebar by sandblasting, and placement of a concrete patch material. The objective of the study was to determine the influence of corrosion-induced rib degradation on maximum load, initial slip load, slip prior to failure, and maximum bond stress. The scope of the study includes two factors: rebar size and degree of corrosion. Three rebar sizes were considered: #5, #8, and #11. Eight levels of corrosion were considered: 0.00%, 0.25%, 0.50%, 1.00%, 2.00%, 5.00%, 7.50%, and 10.0%. A full-factorial treatment structure was used, with three replicates per treatment, for a test matrix of 72 specimens. The experimental unit was a cantilever beam specimen embedded with rebar corroded prior to casting. Pull-out tests were conducted in which bar slippage and applied load were measured. The data were analyzed using several statistical methods including analysis of variance, Tukey’s mean separation procedure, and bivariate linear regression. The analyses established that there was insufficient evidence to suggest that corrosion reduces maximum load for all three rebar sizes. Sufficient evidence, however, exists to suggest that corrosion reduces initial slip load for #11 rebars but not for #8 rebars. In addition, sufficient evidence exists to suggest that corrosion increases the slip prior to failure for #5 rebars, but not for #8 or #11 rebars. There was, however, not sufficient evidence to suggest that corrosion reduces maximum bond stress for all three rebar sizes." @default.
- W638183170 created "2016-06-24" @default.
- W638183170 creator A5004254148 @default.
- W638183170 creator A5021698764 @default.
- W638183170 creator A5041238758 @default.
- W638183170 creator A5087885317 @default.
- W638183170 date "2006-10-01" @default.
- W638183170 modified "2023-09-24" @default.
- W638183170 title "Influence on Bond Strength of Prior-to-Cast Corroded Reinforcing Steel" @default.
- W638183170 hasPublicationYear "2006" @default.
- W638183170 type Work @default.
- W638183170 sameAs 638183170 @default.
- W638183170 citedByCount "0" @default.
- W638183170 crossrefType "journal-article" @default.
- W638183170 hasAuthorship W638183170A5004254148 @default.
- W638183170 hasAuthorship W638183170A5021698764 @default.
- W638183170 hasAuthorship W638183170A5041238758 @default.
- W638183170 hasAuthorship W638183170A5087885317 @default.
- W638183170 hasConcept C105795698 @default.
- W638183170 hasConcept C127413603 @default.
- W638183170 hasConcept C146978453 @default.
- W638183170 hasConcept C159985019 @default.
- W638183170 hasConcept C169222746 @default.
- W638183170 hasConcept C191897082 @default.
- W638183170 hasConcept C192562407 @default.
- W638183170 hasConcept C195268267 @default.
- W638183170 hasConcept C20625102 @default.
- W638183170 hasConcept C2776096238 @default.
- W638183170 hasConcept C2777488572 @default.
- W638183170 hasConcept C2778664469 @default.
- W638183170 hasConcept C33923547 @default.
- W638183170 hasConcept C66938386 @default.
- W638183170 hasConceptScore W638183170C105795698 @default.
- W638183170 hasConceptScore W638183170C127413603 @default.
- W638183170 hasConceptScore W638183170C146978453 @default.
- W638183170 hasConceptScore W638183170C159985019 @default.
- W638183170 hasConceptScore W638183170C169222746 @default.
- W638183170 hasConceptScore W638183170C191897082 @default.
- W638183170 hasConceptScore W638183170C192562407 @default.
- W638183170 hasConceptScore W638183170C195268267 @default.
- W638183170 hasConceptScore W638183170C20625102 @default.
- W638183170 hasConceptScore W638183170C2776096238 @default.
- W638183170 hasConceptScore W638183170C2777488572 @default.
- W638183170 hasConceptScore W638183170C2778664469 @default.
- W638183170 hasConceptScore W638183170C33923547 @default.
- W638183170 hasConceptScore W638183170C66938386 @default.
- W638183170 hasLocation W6381831701 @default.
- W638183170 hasOpenAccess W638183170 @default.
- W638183170 hasPrimaryLocation W6381831701 @default.
- W638183170 hasRelatedWork W1962080288 @default.
- W638183170 hasRelatedWork W2116567773 @default.
- W638183170 hasRelatedWork W2137953768 @default.
- W638183170 hasRelatedWork W2289417026 @default.
- W638183170 hasRelatedWork W2356280379 @default.
- W638183170 hasRelatedWork W2594147139 @default.
- W638183170 hasRelatedWork W2724622439 @default.
- W638183170 hasRelatedWork W2790657591 @default.
- W638183170 hasRelatedWork W2809771990 @default.
- W638183170 hasRelatedWork W2912678400 @default.
- W638183170 hasRelatedWork W2979873863 @default.
- W638183170 hasRelatedWork W2989566619 @default.
- W638183170 hasRelatedWork W3014622518 @default.
- W638183170 hasRelatedWork W3080988804 @default.
- W638183170 hasRelatedWork W3104915014 @default.
- W638183170 hasRelatedWork W3164702305 @default.
- W638183170 hasRelatedWork W3185956122 @default.
- W638183170 hasRelatedWork W580254257 @default.
- W638183170 hasRelatedWork W654926036 @default.
- W638183170 hasRelatedWork W658421316 @default.
- W638183170 isParatext "false" @default.
- W638183170 isRetracted "false" @default.
- W638183170 magId "638183170" @default.
- W638183170 workType "article" @default.