FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W751859953> ?p ?o ?g. }

• W751859953 endingPage "63" @default.
• W751859953 startingPage "50" @default.
• W751859953 abstract "This research deals with theoretical and experimental studies of timber composite beams reinforced by cold formed steel sheets, submitted to bending. A combination of different materials aims to the exploitation the advantages of each material, of manner to have a viable set, in constructive, structural and economic issues. For the accomplish of the research were tested three timber beams with dimensions 40mm x 120mm x 1050mm, six timber reinforced beams in the superior surface with metallic profile with dimensions 50mm x 25mm x 2mm and six timber beams reinforced in inferior surfaces and in the superior surface with the same metallic profile. The spacing between the connectors was of 100mm, 200mm and 300mm. With the objective of supplying the necessary dimensioning, theoretical formularizations for these studies were presented to the determination of internal moment and the estimated deflection. For this, the timber mechanical properties, the steel and the connectors were determined. With the results of the characterization tests of the materials, the simple and composite beams were tested in bending, for reading of stresses and maximum vertical displacements of the rupture on the inferior and superior extremities. Such values were performed by means of electric strain gauges and dial gauges. Also, were determined: the tensions in the elements of the beams and presented the chart of stresses x displacements. It was observed that, in relation to the timber simple beam, it had average increase at the ultimate load, for beams with reinforced parts in the compressed surface, of 20%, and 49%, when placed stiffeners in compressed and tensioned surfaces. In deflection values, it had the average reduction of 15%, when used stiffeners in the superior surface and of 49% in the parts with stiffeners, in the surfaces were performed to compression and tension. The biggest reduction in deflections happened in beams with lesser spacing between connectors, indicating that the influence of the interaction is bigger in relation to displacements, to bending moment. In stress distribution chart in the cross sections it was adopted, in all cases, the triangular form for the timber and for the profile, it was adopted a rectangular form. It was obtained results that differ from the experimental values in 17% for simple beams, in 16% for parts hardened with profile in superior surface and 21% for the parts hardened with profile, in the surfaces upper and lower, indicating that the proposal formularization can be applied with safety. In the calculation of deflections of geometric properties of composite section, in elastic regime, were performed with the homogenized section. It was presented the equation for the determination of correction factor of the estimated deflection for the studied cases." @default.
• W751859953 created "2016-06-24" @default.
• W751859953 creator A5010613628 @default.
• W751859953 creator A5046761352 @default.
• W751859953 creator A5051732485 @default.
• W751859953 creator A5079081575 @default.
• W751859953 creator A5082854416 @default.
• W751859953 creator A5090151641 @default.
• W751859953 date "2015-06-01" @default.
• W751859953 modified "2023-10-17" @default.
• W751859953 title "Theoretical and Experimental Studies of Timber Composite Beams Reinforced by Cold Formed Steel Sheets" @default.
• W751859953 doi "https://doi.org/10.5923/j.ijme.20150503.03" @default.
• W751859953 hasPublicationYear "2015" @default.
• W751859953 type Work @default.
• W751859953 sameAs 751859953 @default.
• W751859953 citedByCount "3" @default.
• W751859953 countsByYear W7518599532016 @default.
• W751859953 countsByYear W7518599532017 @default.
• W751859953 countsByYear W7518599532021 @default.
• W751859953 crossrefType "journal-article" @default.
• W751859953 hasAuthorship W751859953A5010613628 @default.
• W751859953 hasAuthorship W751859953A5046761352 @default.
• W751859953 hasAuthorship W751859953A5051732485 @default.
• W751859953 hasAuthorship W751859953A5079081575 @default.
• W751859953 hasAuthorship W751859953A5082854416 @default.
• W751859953 hasAuthorship W751859953A5090151641 @default.
• W751859953 hasBestOaLocation W7518599531 @default.
• W751859953 hasConcept C104779481 @default.
• W751859953 hasConcept C120665830 @default.
• W751859953 hasConcept C121332964 @default.
• W751859953 hasConcept C127413603 @default.
• W751859953 hasConcept C159985019 @default.
• W751859953 hasConcept C168834538 @default.
• W751859953 hasConcept C192562407 @default.
• W751859953 hasConcept C2781355719 @default.
• W751859953 hasConcept C60584519 @default.
• W751859953 hasConcept C66743075 @default.
• W751859953 hasConcept C66938386 @default.
• W751859953 hasConcept C70673446 @default.
• W751859953 hasConcept C87210426 @default.
• W751859953 hasConceptScore W751859953C104779481 @default.
• W751859953 hasConceptScore W751859953C120665830 @default.
• W751859953 hasConceptScore W751859953C121332964 @default.
• W751859953 hasConceptScore W751859953C127413603 @default.
• W751859953 hasConceptScore W751859953C159985019 @default.
• W751859953 hasConceptScore W751859953C168834538 @default.
• W751859953 hasConceptScore W751859953C192562407 @default.
• W751859953 hasConceptScore W751859953C2781355719 @default.
• W751859953 hasConceptScore W751859953C60584519 @default.
• W751859953 hasConceptScore W751859953C66743075 @default.
• W751859953 hasConceptScore W751859953C66938386 @default.
• W751859953 hasConceptScore W751859953C70673446 @default.
• W751859953 hasConceptScore W751859953C87210426 @default.
• W751859953 hasIssue "3" @default.
• W751859953 hasLocation W7518599531 @default.
• W751859953 hasOpenAccess W751859953 @default.
• W751859953 hasPrimaryLocation W7518599531 @default.
• W751859953 hasRelatedWork W1503668059 @default.
• W751859953 hasRelatedWork W1558108426 @default.
• W751859953 hasRelatedWork W1996241646 @default.
• W751859953 hasRelatedWork W2002571522 @default.
• W751859953 hasRelatedWork W2032427048 @default.
• W751859953 hasRelatedWork W2044715486 @default.
• W751859953 hasRelatedWork W2078863375 @default.
• W751859953 hasRelatedWork W2082918805 @default.
• W751859953 hasRelatedWork W2091802191 @default.
• W751859953 hasRelatedWork W2218293785 @default.
• W751859953 hasRelatedWork W2300857909 @default.
• W751859953 hasRelatedWork W2461736708 @default.
• W751859953 hasRelatedWork W2549304234 @default.
• W751859953 hasRelatedWork W3036544257 @default.
• W751859953 hasRelatedWork W3083330970 @default.
• W751859953 hasRelatedWork W3155340395 @default.
• W751859953 hasRelatedWork W569251474 @default.
• W751859953 hasRelatedWork W585474894 @default.
• W751859953 hasRelatedWork W594630389 @default.
• W751859953 hasRelatedWork W627406224 @default.
• W751859953 hasVolume "5" @default.
• W751859953 isParatext "false" @default.
• W751859953 isRetracted "false" @default.
• W751859953 magId "751859953" @default.
• W751859953 workType "article" @default.