FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2201818404> ?p ?o ?g. }

• W2201818404 endingPage "563" @default.
• W2201818404 startingPage "550" @default.
• W2201818404 abstract "This paper describes an experimental test program and theoretical analysis which examines the reinforcing in flexure of glued laminated timber (glulam) beams using fiber reinforced polymer (FRP) and steel materials. A series of four-point bending tests were conducted till failure on both unreinforced and reinforced Douglas fir glulam beams in a simply-supported scheme. The focus of this research was to evaluate the effects of reinforcing materials, reinforcement ratio and arrangement on the flexural behavior. Test results showed that the flexural capacity, flexural global stiffness and timber tensile strain at failure were all improved considerably for reinforced timber beams when compared to the unreinforced control beams, in which the average improvement reached 56.3%, 27.5% and 49.4%, respectively. On the bases of the experimental results, a theoretical model was proposed to predict the flexural capacity and flexural stiffness of the reinforced timber beams. Most of the differences between theoretical and experimental results for both flexural capacity and flexural stiffness were within 10.0%, which showed a high accuracy of the proposed model. Subsequently a parametric analysis, which includes the axial stiffness ratio of reinforcement to timber, the relative location of tensile reinforcement, and the strength ratio of reinforced timber between flexural tension and compression, was undertaken to investigate the effects of the influential factors for both flexural capacity and flexural stiffness." @default.
• W2201818404 created "2016-06-24" @default.
• W2201818404 creator A5004774269 @default.
• W2201818404 creator A5018342513 @default.
• W2201818404 creator A5020250029 @default.
• W2201818404 creator A5034855391 @default.
• W2201818404 creator A5090498632 @default.
• W2201818404 date "2016-03-01" @default.
• W2201818404 modified "2023-10-14" @default.
• W2201818404 title "Flexural behavior of FRP and steel reinforced glulam beams: Experimental and theoretical evaluation" @default.
• W2201818404 cites W1527036320 @default.
• W2201818404 cites W1888106601 @default.
• W2201818404 cites W1969430817 @default.
• W2201818404 cites W1971422173 @default.
• W2201818404 cites W1976447403 @default.
• W2201818404 cites W1976802761 @default.
• W2201818404 cites W1979774462 @default.
• W2201818404 cites W1982343183 @default.
• W2201818404 cites W1995682779 @default.
• W2201818404 cites W2000627241 @default.
• W2201818404 cites W2003104176 @default.
• W2201818404 cites W2004296276 @default.
• W2201818404 cites W2017107279 @default.
• W2201818404 cites W2059925144 @default.
• W2201818404 cites W2062278032 @default.
• W2201818404 cites W2062881761 @default.
• W2201818404 cites W2064988397 @default.
• W2201818404 cites W2072494496 @default.
• W2201818404 cites W2073389652 @default.
• W2201818404 cites W2078973207 @default.
• W2201818404 cites W2088124031 @default.
• W2201818404 cites W2092057592 @default.
• W2201818404 cites W2092194175 @default.
• W2201818404 cites W2105947104 @default.
• W2201818404 cites W2131714409 @default.
• W2201818404 cites W2133968959 @default.
• W2201818404 cites W2137872071 @default.
• W2201818404 cites W2166709196 @default.
• W2201818404 cites W2168641493 @default.
• W2201818404 cites W239723298 @default.
• W2201818404 doi "https://doi.org/10.1016/j.conbuildmat.2015.12.135" @default.
• W2201818404 hasPublicationYear "2016" @default.
• W2201818404 type Work @default.
• W2201818404 sameAs 2201818404 @default.
• W2201818404 citedByCount "58" @default.
• W2201818404 countsByYear W22018184042017 @default.
• W2201818404 countsByYear W22018184042018 @default.
• W2201818404 countsByYear W22018184042019 @default.
• W2201818404 countsByYear W22018184042020 @default.
• W2201818404 countsByYear W22018184042021 @default.
• W2201818404 countsByYear W22018184042022 @default.
• W2201818404 countsByYear W22018184042023 @default.
• W2201818404 crossrefType "journal-article" @default.
• W2201818404 hasAuthorship W2201818404A5004774269 @default.
• W2201818404 hasAuthorship W2201818404A5018342513 @default.
• W2201818404 hasAuthorship W2201818404A5020250029 @default.
• W2201818404 hasAuthorship W2201818404A5034855391 @default.
• W2201818404 hasAuthorship W2201818404A5090498632 @default.
• W2201818404 hasConcept C112950240 @default.
• W2201818404 hasConcept C127413603 @default.
• W2201818404 hasConcept C159985019 @default.
• W2201818404 hasConcept C178405089 @default.
• W2201818404 hasConcept C180016635 @default.
• W2201818404 hasConcept C186068551 @default.
• W2201818404 hasConcept C192562407 @default.
• W2201818404 hasConcept C2779372316 @default.
• W2201818404 hasConcept C66938386 @default.
• W2201818404 hasConcept C67203356 @default.
• W2201818404 hasConcept C73099012 @default.
• W2201818404 hasConcept C76344452 @default.
• W2201818404 hasConcept C86060186 @default.
• W2201818404 hasConcept C87210426 @default.
• W2201818404 hasConceptScore W2201818404C112950240 @default.
• W2201818404 hasConceptScore W2201818404C127413603 @default.
• W2201818404 hasConceptScore W2201818404C159985019 @default.
• W2201818404 hasConceptScore W2201818404C178405089 @default.
• W2201818404 hasConceptScore W2201818404C180016635 @default.
• W2201818404 hasConceptScore W2201818404C186068551 @default.
• W2201818404 hasConceptScore W2201818404C192562407 @default.
• W2201818404 hasConceptScore W2201818404C2779372316 @default.
• W2201818404 hasConceptScore W2201818404C66938386 @default.
• W2201818404 hasConceptScore W2201818404C67203356 @default.
• W2201818404 hasConceptScore W2201818404C73099012 @default.
• W2201818404 hasConceptScore W2201818404C76344452 @default.
• W2201818404 hasConceptScore W2201818404C86060186 @default.
• W2201818404 hasConceptScore W2201818404C87210426 @default.
• W2201818404 hasFunder F4320321001 @default.
• W2201818404 hasLocation W22018184041 @default.
• W2201818404 hasOpenAccess W2201818404 @default.
• W2201818404 hasPrimaryLocation W22018184041 @default.
• W2201818404 hasRelatedWork W2054800806 @default.
• W2201818404 hasRelatedWork W2136971554 @default.
• W2201818404 hasRelatedWork W2353928287 @default.
• W2201818404 hasRelatedWork W3015283502 @default.
• W2201818404 hasRelatedWork W3047641664 @default.
• W2201818404 hasRelatedWork W3132379585 @default.
• W2201818404 hasRelatedWork W3159018410 @default.
• W2201818404 hasRelatedWork W4220689339 @default.

• next