Matches in SemOpenAlex for { <https://semopenalex.org/work/W1987156636> ?p ?o ?g. }
Showing items 1 to 66 of
66
with 100 items per page.
- W1987156636 endingPage "537" @default.
- W1987156636 startingPage "527" @default.
- W1987156636 abstract "Self-compacting concrete (SCC) offers several benefits over conventional concrete (CC), mainly the ease in placement and lack of vibration. The uses of SCC with fibres extend its possibilities. As fibres are known to significantly affect the workability of concrete, primarily investigation was carried out to finalise the possible content of steel and polyester fibres by various fresh property tests of SCC as per EFNARC specifications. The use of concrete deep beams is gaining rapid popularity in modern construction industry owing to the requirement of column-free space. There is some concern among researchers and designers that SCC may not be strong enough in shear because of the smaller amount, smaller size and the weak interlock mechanism of coarse aggregate. In the case of deep beams, shear failure is prominent and the aim of further research is to investigate the shear strength and deformation characteristics of SCC with and without fibres for various span-to-depth ratios of deep beams in comparison with conventional concrete. Based on the fresh property test results of SCC with fibres, steel fibres produced more hindrance in flow than polyester fibres, whereas in the hardened state steel fibres showed better strength. In deep beams, the shear capacity of SCC was 35–45% lower than that of CC. The shear capacity of the SCC deep beams was increased 25–35% by the inclusion of steel fibres. However, insignificant and unrewarding results were produced by polyester fibres." @default.
- W1987156636 created "2016-06-24" @default.
- W1987156636 creator A5016695408 @default.
- W1987156636 creator A5065105264 @default.
- W1987156636 date "2012-06-01" @default.
- W1987156636 modified "2023-09-27" @default.
- W1987156636 title "Evaluation of shear strength in self-compacting fibre-reinforced concrete and conventional concrete deep beams" @default.
- W1987156636 cites W1521795750 @default.
- W1987156636 cites W1974116451 @default.
- W1987156636 cites W1977397654 @default.
- W1987156636 cites W1992806368 @default.
- W1987156636 cites W2033218068 @default.
- W1987156636 cites W2037303792 @default.
- W1987156636 cites W2058630622 @default.
- W1987156636 cites W2089246263 @default.
- W1987156636 cites W2149556637 @default.
- W1987156636 cites W2163450179 @default.
- W1987156636 doi "https://doi.org/10.1680/macr.11.00028" @default.
- W1987156636 hasPublicationYear "2012" @default.
- W1987156636 type Work @default.
- W1987156636 sameAs 1987156636 @default.
- W1987156636 citedByCount "7" @default.
- W1987156636 countsByYear W19871566362014 @default.
- W1987156636 countsByYear W19871566362015 @default.
- W1987156636 countsByYear W19871566362016 @default.
- W1987156636 countsByYear W19871566362017 @default.
- W1987156636 countsByYear W19871566362018 @default.
- W1987156636 countsByYear W19871566362021 @default.
- W1987156636 crossrefType "journal-article" @default.
- W1987156636 hasAuthorship W1987156636A5016695408 @default.
- W1987156636 hasAuthorship W1987156636A5065105264 @default.
- W1987156636 hasConcept C119394753 @default.
- W1987156636 hasConcept C127413603 @default.
- W1987156636 hasConcept C159985019 @default.
- W1987156636 hasConcept C192562407 @default.
- W1987156636 hasConcept C2780017307 @default.
- W1987156636 hasConcept C66938386 @default.
- W1987156636 hasConcept C96035792 @default.
- W1987156636 hasConceptScore W1987156636C119394753 @default.
- W1987156636 hasConceptScore W1987156636C127413603 @default.
- W1987156636 hasConceptScore W1987156636C159985019 @default.
- W1987156636 hasConceptScore W1987156636C192562407 @default.
- W1987156636 hasConceptScore W1987156636C2780017307 @default.
- W1987156636 hasConceptScore W1987156636C66938386 @default.
- W1987156636 hasConceptScore W1987156636C96035792 @default.
- W1987156636 hasIssue "6" @default.
- W1987156636 hasLocation W19871566361 @default.
- W1987156636 hasOpenAccess W1987156636 @default.
- W1987156636 hasPrimaryLocation W19871566361 @default.
- W1987156636 hasRelatedWork W1987762233 @default.
- W1987156636 hasRelatedWork W1998706069 @default.
- W1987156636 hasRelatedWork W2024610425 @default.
- W1987156636 hasRelatedWork W2033100407 @default.
- W1987156636 hasRelatedWork W2057378209 @default.
- W1987156636 hasRelatedWork W2080460744 @default.
- W1987156636 hasRelatedWork W2120262883 @default.
- W1987156636 hasRelatedWork W2547652056 @default.
- W1987156636 hasRelatedWork W4286493378 @default.
- W1987156636 hasRelatedWork W2463824739 @default.
- W1987156636 hasVolume "64" @default.
- W1987156636 isParatext "false" @default.
- W1987156636 isRetracted "false" @default.
- W1987156636 magId "1987156636" @default.
- W1987156636 workType "article" @default.