Matches in SemOpenAlex for { <https://semopenalex.org/work/W2808049367> ?p ?o ?g. }
Showing items 1 to 75 of
75
with 100 items per page.
- W2808049367 endingPage "02003" @default.
- W2808049367 startingPage "02003" @default.
- W2808049367 abstract "Experimental tests were carried out to assess the failure model of steel fiber reinforced concrete beams. Experimental research was focused on observing changes in the behavior of the tested elements depending on the amount of shear reinforcement and the fiber. Model two-span beams with a cross-section of 80x180 mm and a length of 2000 mm were tested. The beams had varied stirrup spacing. The following amounts of steel fibres in concrete were used: 78.5 kg/m 3 (1.0%) i 118 kg/m 3 (1.5%). Concrete beams without fibres were examined at the same time. The beams were loaded in a five-point bending test until they were destroyed. Shear or bending capacity of the element was observed. Fibre reinforced concrete beams were not destroyed rapidly, but they kept their shape consistent under load. Larger number of diagonal cracks with a smaller width were observed in fibre reinforced concrete beams. Failure of concrete beams without fibres was rapid, with a characteristic brittle cracking. Steel fibres revealed the ability to transfer significant shear stress after cracking in comparison to plain concrete." @default.
- W2808049367 created "2018-06-21" @default.
- W2808049367 creator A5064345292 @default.
- W2808049367 creator A5073417488 @default.
- W2808049367 date "2018-01-01" @default.
- W2808049367 modified "2023-09-27" @default.
- W2808049367 title "Failure mode in shear of steel fiber reinforced concrete beams" @default.
- W2808049367 cites W1966260880 @default.
- W2808049367 cites W1990822404 @default.
- W2808049367 cites W1992137031 @default.
- W2808049367 cites W1994899036 @default.
- W2808049367 cites W2040285970 @default.
- W2808049367 cites W2047988193 @default.
- W2808049367 cites W2091847867 @default.
- W2808049367 cites W2127281290 @default.
- W2808049367 cites W2524603796 @default.
- W2808049367 doi "https://doi.org/10.1051/matecconf/201816302003" @default.
- W2808049367 hasPublicationYear "2018" @default.
- W2808049367 type Work @default.
- W2808049367 sameAs 2808049367 @default.
- W2808049367 citedByCount "12" @default.
- W2808049367 countsByYear W28080493672019 @default.
- W2808049367 countsByYear W28080493672020 @default.
- W2808049367 countsByYear W28080493672021 @default.
- W2808049367 countsByYear W28080493672022 @default.
- W2808049367 countsByYear W28080493672023 @default.
- W2808049367 crossrefType "journal-article" @default.
- W2808049367 hasAuthorship W2808049367A5064345292 @default.
- W2808049367 hasAuthorship W2808049367A5073417488 @default.
- W2808049367 hasBestOaLocation W28080493671 @default.
- W2808049367 hasConcept C127413603 @default.
- W2808049367 hasConcept C136478896 @default.
- W2808049367 hasConcept C159985019 @default.
- W2808049367 hasConcept C192562407 @default.
- W2808049367 hasConcept C2776021025 @default.
- W2808049367 hasConcept C2779016933 @default.
- W2808049367 hasConcept C519885992 @default.
- W2808049367 hasConcept C58396970 @default.
- W2808049367 hasConcept C66283442 @default.
- W2808049367 hasConcept C66938386 @default.
- W2808049367 hasConcept C87210426 @default.
- W2808049367 hasConcept C96035792 @default.
- W2808049367 hasConceptScore W2808049367C127413603 @default.
- W2808049367 hasConceptScore W2808049367C136478896 @default.
- W2808049367 hasConceptScore W2808049367C159985019 @default.
- W2808049367 hasConceptScore W2808049367C192562407 @default.
- W2808049367 hasConceptScore W2808049367C2776021025 @default.
- W2808049367 hasConceptScore W2808049367C2779016933 @default.
- W2808049367 hasConceptScore W2808049367C519885992 @default.
- W2808049367 hasConceptScore W2808049367C58396970 @default.
- W2808049367 hasConceptScore W2808049367C66283442 @default.
- W2808049367 hasConceptScore W2808049367C66938386 @default.
- W2808049367 hasConceptScore W2808049367C87210426 @default.
- W2808049367 hasConceptScore W2808049367C96035792 @default.
- W2808049367 hasLocation W28080493671 @default.
- W2808049367 hasLocation W28080493672 @default.
- W2808049367 hasOpenAccess W2808049367 @default.
- W2808049367 hasPrimaryLocation W28080493671 @default.
- W2808049367 hasRelatedWork W1512319868 @default.
- W2808049367 hasRelatedWork W1975168330 @default.
- W2808049367 hasRelatedWork W1999239633 @default.
- W2808049367 hasRelatedWork W2033100407 @default.
- W2808049367 hasRelatedWork W2350721904 @default.
- W2808049367 hasRelatedWork W2376168832 @default.
- W2808049367 hasRelatedWork W2387616028 @default.
- W2808049367 hasRelatedWork W2593200884 @default.
- W2808049367 hasRelatedWork W2993121761 @default.
- W2808049367 hasRelatedWork W3162732562 @default.
- W2808049367 hasVolume "163" @default.
- W2808049367 isParatext "false" @default.
- W2808049367 isRetracted "false" @default.
- W2808049367 magId "2808049367" @default.
- W2808049367 workType "article" @default.