FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2899233811> ?p ?o ?g. }

• W2899233811 endingPage "06009" @default.
• W2899233811 startingPage "06009" @default.
• W2899233811 abstract "For reinforced concrete structures, several corrosion detection methods exist: concrete resistivity, half-cell potential or linear polarization resistance (LPR) measurement. The LPR value can be linked to the corrosion rate thanks the Stern-Geary equation if strong hypotheses are made. Existing commercial devices use a guard ring to canalize the current on specific steel rebar area and assume that the steel rebar is uniformly polarized. However, recent works reveal that the top part of the steel rebar, right under the counter electrode, is the most polarized point. The particular point is referred as the point of interest (PI). This works belongs to the DIAMOND project which aims to produce a new corrosion rate measurement device. Comsol® software was used to model the influence of concrete cover, resistivity and injected current on the current density at the PI. Moreover, a significant influence of the steel rebars diameter was also demonstrated. Two types of abacus are built. The first one links to polarization measured on the surface to the polarization on the rebar at the PI. The second links the ratio between the current density at the PI and the density of injected current to concrete cover and steel rebar diameter. The Stern-Geary equation can now be used at the PI without using the approximation of a uniformly polarized rebar. The corrosion state of reinforced concrete structure can be controlled more precisely. The methodology is then applied on two concrete slabs in which three metal bars are embedded at different concrete covers. The first slab is prepared with ordinary concrete while the second contain chloride to artificially activate the corrosion process. The results reveal that the rebars embedded on the first slab are not corroding (i corr ≤ 0.2 μΑ/cm 2 ) while the second rebar are corroding (i corr >0.2 μΑ/cm 2 )." @default.
• W2899233811 created "2018-11-09" @default.
• W2899233811 creator A5019941747 @default.
• W2899233811 creator A5070357701 @default.
• W2899233811 creator A5071794659 @default.
• W2899233811 creator A5088548133 @default.
• W2899233811 date "2018-01-01" @default.
• W2899233811 modified "2023-10-07" @default.
• W2899233811 title "Alternative methodology for linear polarization resistance assessment of reinforced concrete structure" @default.
• W2899233811 cites W1910335558 @default.
• W2899233811 cites W1966836865 @default.
• W2899233811 cites W1985094730 @default.
• W2899233811 cites W1996150916 @default.
• W2899233811 cites W2007671425 @default.
• W2899233811 cites W2018298498 @default.
• W2899233811 cites W2026857233 @default.
• W2899233811 cites W2027837190 @default.
• W2899233811 cites W2035342829 @default.
• W2899233811 cites W2041304523 @default.
• W2899233811 cites W2042748560 @default.
• W2899233811 cites W2057423728 @default.
• W2899233811 cites W2090655377 @default.
• W2899233811 cites W2093837411 @default.
• W2899233811 cites W2094222859 @default.
• W2899233811 cites W2102231528 @default.
• W2899233811 cites W2110504724 @default.
• W2899233811 cites W2165436940 @default.
• W2899233811 cites W2171391789 @default.
• W2899233811 cites W2586328216 @default.
• W2899233811 doi "https://doi.org/10.1051/matecconf/201819906009" @default.
• W2899233811 hasPublicationYear "2018" @default.
• W2899233811 type Work @default.
• W2899233811 sameAs 2899233811 @default.
• W2899233811 citedByCount "1" @default.
• W2899233811 countsByYear W28992338112020 @default.
• W2899233811 crossrefType "journal-article" @default.
• W2899233811 hasAuthorship W2899233811A5019941747 @default.
• W2899233811 hasAuthorship W2899233811A5070357701 @default.
• W2899233811 hasAuthorship W2899233811A5071794659 @default.
• W2899233811 hasAuthorship W2899233811A5088548133 @default.
• W2899233811 hasBestOaLocation W28992338111 @default.
• W2899233811 hasConcept C113740112 @default.
• W2899233811 hasConcept C121332964 @default.
• W2899233811 hasConcept C127413603 @default.
• W2899233811 hasConcept C131540310 @default.
• W2899233811 hasConcept C147789679 @default.
• W2899233811 hasConcept C159985019 @default.
• W2899233811 hasConcept C17525397 @default.
• W2899233811 hasConcept C185592680 @default.
• W2899233811 hasConcept C192562407 @default.
• W2899233811 hasConcept C205049153 @default.
• W2899233811 hasConcept C205871581 @default.
• W2899233811 hasConcept C20625102 @default.
• W2899233811 hasConcept C207740977 @default.
• W2899233811 hasConcept C2776136241 @default.
• W2899233811 hasConcept C2778664469 @default.
• W2899233811 hasConcept C2988805333 @default.
• W2899233811 hasConcept C52859227 @default.
• W2899233811 hasConcept C62520636 @default.
• W2899233811 hasConcept C66938386 @default.
• W2899233811 hasConceptScore W2899233811C113740112 @default.
• W2899233811 hasConceptScore W2899233811C121332964 @default.
• W2899233811 hasConceptScore W2899233811C127413603 @default.
• W2899233811 hasConceptScore W2899233811C131540310 @default.
• W2899233811 hasConceptScore W2899233811C147789679 @default.
• W2899233811 hasConceptScore W2899233811C159985019 @default.
• W2899233811 hasConceptScore W2899233811C17525397 @default.
• W2899233811 hasConceptScore W2899233811C185592680 @default.
• W2899233811 hasConceptScore W2899233811C192562407 @default.
• W2899233811 hasConceptScore W2899233811C205049153 @default.
• W2899233811 hasConceptScore W2899233811C205871581 @default.
• W2899233811 hasConceptScore W2899233811C20625102 @default.
• W2899233811 hasConceptScore W2899233811C207740977 @default.
• W2899233811 hasConceptScore W2899233811C2776136241 @default.
• W2899233811 hasConceptScore W2899233811C2778664469 @default.
• W2899233811 hasConceptScore W2899233811C2988805333 @default.
• W2899233811 hasConceptScore W2899233811C52859227 @default.
• W2899233811 hasConceptScore W2899233811C62520636 @default.
• W2899233811 hasConceptScore W2899233811C66938386 @default.
• W2899233811 hasLocation W28992338111 @default.
• W2899233811 hasLocation W28992338112 @default.
• W2899233811 hasLocation W28992338113 @default.
• W2899233811 hasLocation W28992338114 @default.
• W2899233811 hasLocation W28992338115 @default.
• W2899233811 hasLocation W28992338116 @default.
• W2899233811 hasOpenAccess W2899233811 @default.
• W2899233811 hasPrimaryLocation W28992338111 @default.
• W2899233811 hasRelatedWork W2355936264 @default.
• W2899233811 hasRelatedWork W2357374745 @default.
• W2899233811 hasRelatedWork W2391832942 @default.
• W2899233811 hasRelatedWork W2392122666 @default.
• W2899233811 hasRelatedWork W2802896744 @default.
• W2899233811 hasRelatedWork W2923106588 @default.
• W2899233811 hasRelatedWork W3026850992 @default.
• W2899233811 hasRelatedWork W3080988804 @default.
• W2899233811 hasRelatedWork W4385071354 @default.
• W2899233811 hasRelatedWork W567970771 @default.
• W2899233811 hasVolume "199" @default.

• next