FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4385436835> ?p ?o ?g. }

• W4385436835 endingPage "104950" @default.
• W4385436835 startingPage "104950" @default.
• W4385436835 abstract "The near-surface mounted (NSM), in which strips or rods are fixed by an adhesive in slits formed inside the concrete cover, and the externally bonding (EB), in which the reinforcement is glued to the concrete surface, are well-known strengthening methods. In the present work, an experimental and numerical study was carried out on reinforced concrete (RC) beams strengthened with NSM and EB-reinforced high-strength concrete (RHSC) layers. The RHSC layers were reinforced by steel or glass fiber reinforced polymer (GFRP) rods and bonded to the RC beams without and with a concrete cover. Seven specimens were cast and loaded in flexure up to failure to investigate the effect of RHSC layer position and reinforcement on the RC beams' efficiency. The three-dimensional finite element program (ABAQUS) verified the experimental results numerically. Also, a parametric study was numerically performed to examine the factors affecting the flexural performance of the strengthened RC beams using NSM and EB RHSC layers. The strengthened beams by NSM steel RHSC layers increased the load capacity by 147.9% compared to the control beam (CB). Changing the RHSC layer reinforcement from steel to GFRP bars enhanced the load's efficiencies from 147.9% to 172.0% compared to the CB. Decreasing the width and reinforcing area of the RHSC layer decreased the beam load capacity by about 17.5 %. Due to their longer bending arms, the EB RHSC layers showed lower load capacity than the NSM ones, which accelerated the EB RHSC failure. When the carbon fiber-reinforced polymer bars were utilized to reinforce the HSC layers, the strengthened beams showed higher load efficiency than those strengthened with HSC layers reinforced by GFRP rods." @default.
• W4385436835 created "2023-08-01" @default.
• W4385436835 creator A5004393346 @default.
• W4385436835 creator A5028965609 @default.
• W4385436835 creator A5066364815 @default.
• W4385436835 creator A5087270706 @default.
• W4385436835 date "2023-10-01" @default.
• W4385436835 modified "2023-09-27" @default.
• W4385436835 title "Performance of NSM and EB methods on the flexural capacity of the RC beams strengthened with reinforced HSC layers" @default.
• W4385436835 cites W1967350006 @default.
• W4385436835 cites W1968791329 @default.
• W4385436835 cites W1970032440 @default.
• W4385436835 cites W1983543026 @default.
• W4385436835 cites W1997897307 @default.
• W4385436835 cites W2010806903 @default.
• W4385436835 cites W2011246163 @default.
• W4385436835 cites W2011812358 @default.
• W4385436835 cites W2026934458 @default.
• W4385436835 cites W2035949456 @default.
• W4385436835 cites W2046746694 @default.
• W4385436835 cites W2077837809 @default.
• W4385436835 cites W2119794623 @default.
• W4385436835 cites W2227036489 @default.
• W4385436835 cites W2306259346 @default.
• W4385436835 cites W2412702912 @default.
• W4385436835 cites W2520154531 @default.
• W4385436835 cites W2566567190 @default.
• W4385436835 cites W2621021131 @default.
• W4385436835 cites W2622251065 @default.
• W4385436835 cites W2742951566 @default.
• W4385436835 cites W2752790405 @default.
• W4385436835 cites W2793668809 @default.
• W4385436835 cites W2883753795 @default.
• W4385436835 cites W2883858858 @default.
• W4385436835 cites W2889323972 @default.
• W4385436835 cites W2948408937 @default.
• W4385436835 cites W2969238932 @default.
• W4385436835 cites W2971918576 @default.
• W4385436835 cites W2973203626 @default.
• W4385436835 cites W2992798416 @default.
• W4385436835 cites W3008285358 @default.
• W4385436835 cites W3016477807 @default.
• W4385436835 cites W3192957692 @default.
• W4385436835 cites W4239974020 @default.
• W4385436835 doi "https://doi.org/10.1016/j.istruc.2023.104950" @default.
• W4385436835 hasPublicationYear "2023" @default.
• W4385436835 type Work @default.
• W4385436835 citedByCount "0" @default.
• W4385436835 crossrefType "journal-article" @default.
• W4385436835 hasAuthorship W4385436835A5004393346 @default.
• W4385436835 hasAuthorship W4385436835A5028965609 @default.
• W4385436835 hasAuthorship W4385436835A5066364815 @default.
• W4385436835 hasAuthorship W4385436835A5087270706 @default.
• W4385436835 hasConcept C127413603 @default.
• W4385436835 hasConcept C135628077 @default.
• W4385436835 hasConcept C142724271 @default.
• W4385436835 hasConcept C159985019 @default.
• W4385436835 hasConcept C162184086 @default.
• W4385436835 hasConcept C168834538 @default.
• W4385436835 hasConcept C178405089 @default.
• W4385436835 hasConcept C192562407 @default.
• W4385436835 hasConcept C203373105 @default.
• W4385436835 hasConcept C204787440 @default.
• W4385436835 hasConcept C2776136241 @default.
• W4385436835 hasConcept C2988805333 @default.
• W4385436835 hasConcept C66938386 @default.
• W4385436835 hasConcept C67203356 @default.
• W4385436835 hasConcept C71924100 @default.
• W4385436835 hasConcept C76344452 @default.
• W4385436835 hasConcept C87210426 @default.
• W4385436835 hasConceptScore W4385436835C127413603 @default.
• W4385436835 hasConceptScore W4385436835C135628077 @default.
• W4385436835 hasConceptScore W4385436835C142724271 @default.
• W4385436835 hasConceptScore W4385436835C159985019 @default.
• W4385436835 hasConceptScore W4385436835C162184086 @default.
• W4385436835 hasConceptScore W4385436835C168834538 @default.
• W4385436835 hasConceptScore W4385436835C178405089 @default.
• W4385436835 hasConceptScore W4385436835C192562407 @default.
• W4385436835 hasConceptScore W4385436835C203373105 @default.
• W4385436835 hasConceptScore W4385436835C204787440 @default.
• W4385436835 hasConceptScore W4385436835C2776136241 @default.
• W4385436835 hasConceptScore W4385436835C2988805333 @default.
• W4385436835 hasConceptScore W4385436835C66938386 @default.
• W4385436835 hasConceptScore W4385436835C67203356 @default.
• W4385436835 hasConceptScore W4385436835C71924100 @default.
• W4385436835 hasConceptScore W4385436835C76344452 @default.
• W4385436835 hasConceptScore W4385436835C87210426 @default.
• W4385436835 hasFunder F4320323722 @default.
• W4385436835 hasFunder F4320335726 @default.
• W4385436835 hasLocation W43854368351 @default.
• W4385436835 hasOpenAccess W4385436835 @default.
• W4385436835 hasPrimaryLocation W43854368351 @default.
• W4385436835 hasRelatedWork W2355535078 @default.
• W4385436835 hasRelatedWork W2391997131 @default.
• W4385436835 hasRelatedWork W2468102862 @default.
• W4385436835 hasRelatedWork W2802394491 @default.
• W4385436835 hasRelatedWork W3091422093 @default.
• W4385436835 hasRelatedWork W3113007881 @default.

• next