FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4309729137> ?p ?o ?g. }

• W4309729137 endingPage "8303" @default.
• W4309729137 startingPage "8303" @default.
• W4309729137 abstract "Changes in the condition of existing timber structures can be caused by fatigue or biological attack, among other things. Replacing damaged timber is still very expensive, so it seems more advisable to repair or reinforce damaged elements. Therefore, in order to improve the static performance analysis of timber structures, reinforcement applications in timber elements are necessary. In this experimental study, technical-scale glulam beams measuring 82 × 162 × 3650 mm, which were reinforced with carbon strands and carbon laminates, were tested in flexure. A four-point bending test was used to determine the effectiveness of the reinforcement used in the timber beams. Internal strengthening (namely, glued carbon cords placed into cut grooves in the last and penultimate lamella) and an external surface of near-surface mounted (NSM) carbon laminates glued to the bottom surface of the beam were used to reinforce the laminated ashlar beams. As a result of this study, it was found that the bending-based mechanical properties of ash wood beams reinforced with carbon fibre-reinforced polymer composites were better than those of the reference beams. In this work, the beams were analysed in terms of the reinforcement variables used and the results were compared with those for the beams tested without reinforcement. This work proves the good behaviour of carbon fibre reinforced plastic (CFRP—Carbon fibre reinforced polymer) cords when applied to timber beams and carbon laminates. This study illustrated the different reinforcement mechanisms and showed their structural properties. Compared to the reference samples, it was found that reinforcement with carbon strings or carbon laminates increased the load-bearing capacity, flexural strength and modulus of elasticity, and reduced the amount of displacement of the timber materials, which is an excellent alternative to the use of ashlar and, above all, inferior grade materials due to the current shortage of choice grade. Experimental results showed that, with the use of carbon fibre (carbon cords SikaWrap® FX-50 C—Sika Poland Sp. z o.o., Warsaw), the load bearing capacity increased by 35.58%, or with carbon cords SikaWrap® FX-50 C and carbon laminates S&P C-Laminate type HM 50/1.4 - S&P Poland Sp. z o.o., Malbork, by 45.42%, compared to the unreinforced beams." @default.
• W4309729137 created "2022-11-29" @default.
• W4309729137 creator A5054178011 @default.
• W4309729137 date "2022-11-23" @default.
• W4309729137 modified "2023-10-14" @default.
• W4309729137 title "Strengthening of Structural Flexural Glued Laminated Beams of Ashlar with Cords and Carbon Laminates" @default.
• W4309729137 cites W196032189 @default.
• W4309729137 cites W1985882630 @default.
• W4309729137 cites W2040758007 @default.
• W4309729137 cites W2042217184 @default.
• W4309729137 cites W2058276946 @default.
• W4309729137 cites W2060843700 @default.
• W4309729137 cites W2067225683 @default.
• W4309729137 cites W2092706577 @default.
• W4309729137 cites W2105882262 @default.
• W4309729137 cites W2152862499 @default.
• W4309729137 cites W2156942474 @default.
• W4309729137 cites W2290470269 @default.
• W4309729137 cites W2530254150 @default.
• W4309729137 cites W2975137550 @default.
• W4309729137 cites W2996135339 @default.
• W4309729137 cites W2996561157 @default.
• W4309729137 cites W3022599126 @default.
• W4309729137 cites W3037629286 @default.
• W4309729137 cites W3039870062 @default.
• W4309729137 cites W3095829459 @default.
• W4309729137 cites W3110069850 @default.
• W4309729137 cites W3117980693 @default.
• W4309729137 cites W3197769643 @default.
• W4309729137 cites W3198841536 @default.
• W4309729137 cites W4210750617 @default.
• W4309729137 cites W4220756659 @default.
• W4309729137 cites W4280554046 @default.
• W4309729137 cites W4291021629 @default.
• W4309729137 cites W836382634 @default.
• W4309729137 cites W980670920 @default.
• W4309729137 doi "https://doi.org/10.3390/ma15238303" @default.
• W4309729137 hasPubMedId "https://pubmed.ncbi.nlm.nih.gov/36499800" @default.
• W4309729137 hasPublicationYear "2022" @default.
• W4309729137 type Work @default.
• W4309729137 citedByCount "4" @default.
• W4309729137 countsByYear W43097291372023 @default.
• W4309729137 crossrefType "journal-article" @default.
• W4309729137 hasAuthorship W4309729137A5054178011 @default.
• W4309729137 hasBestOaLocation W43097291371 @default.
• W4309729137 hasConcept C104779481 @default.
• W4309729137 hasConcept C127413603 @default.
• W4309729137 hasConcept C140205800 @default.
• W4309729137 hasConcept C159985019 @default.
• W4309729137 hasConcept C168834538 @default.
• W4309729137 hasConcept C178405089 @default.
• W4309729137 hasConcept C192562407 @default.
• W4309729137 hasConcept C2988805333 @default.
• W4309729137 hasConcept C66938386 @default.
• W4309729137 hasConcept C67203356 @default.
• W4309729137 hasConcept C76344452 @default.
• W4309729137 hasConcept C87210426 @default.
• W4309729137 hasConceptScore W4309729137C104779481 @default.
• W4309729137 hasConceptScore W4309729137C127413603 @default.
• W4309729137 hasConceptScore W4309729137C140205800 @default.
• W4309729137 hasConceptScore W4309729137C159985019 @default.
• W4309729137 hasConceptScore W4309729137C168834538 @default.
• W4309729137 hasConceptScore W4309729137C178405089 @default.
• W4309729137 hasConceptScore W4309729137C192562407 @default.
• W4309729137 hasConceptScore W4309729137C2988805333 @default.
• W4309729137 hasConceptScore W4309729137C66938386 @default.
• W4309729137 hasConceptScore W4309729137C67203356 @default.
• W4309729137 hasConceptScore W4309729137C76344452 @default.
• W4309729137 hasConceptScore W4309729137C87210426 @default.
• W4309729137 hasIssue "23" @default.
• W4309729137 hasLocation W43097291371 @default.
• W4309729137 hasLocation W43097291372 @default.
• W4309729137 hasLocation W43097291373 @default.
• W4309729137 hasOpenAccess W4309729137 @default.
• W4309729137 hasPrimaryLocation W43097291371 @default.
• W4309729137 hasRelatedWork W2025687592 @default.
• W4309729137 hasRelatedWork W2080262527 @default.
• W4309729137 hasRelatedWork W2355535078 @default.
• W4309729137 hasRelatedWork W2391997131 @default.
• W4309729137 hasRelatedWork W2468102862 @default.
• W4309729137 hasRelatedWork W2802394491 @default.
• W4309729137 hasRelatedWork W2944045227 @default.
• W4309729137 hasRelatedWork W4225137466 @default.
• W4309729137 hasRelatedWork W4248765090 @default.
• W4309729137 hasRelatedWork W4361294845 @default.
• W4309729137 hasVolume "15" @default.
• W4309729137 isParatext "false" @default.
• W4309729137 isRetracted "false" @default.
• W4309729137 workType "article" @default.