Matches in SemOpenAlex for { <https://semopenalex.org/work/W3039367701> ?p ?o ?g. }
Showing items 1 to 94 of
94
with 100 items per page.
- W3039367701 endingPage "110948" @default.
- W3039367701 startingPage "110948" @default.
- W3039367701 abstract "Abstract Past research has used synthetic fiber (SY.F) and steel fiber (ST.F) for decades to advance concrete mechanical characteristics, including shear, tensile, and flexural strengths. Nevertheless, there is limited information concerning the torsional concrete reinforced with SY.F and ST.F performance. This research aims to explore the torsional performance of hollow reinforcement concrete beams reinforced with various fiber types. The fiber content of 1% with three different lengths of SY.F, 19, 38, and 57 mm, along with 13 mm of ST.F, was used. Two specimens were cast with normal concrete without using fibers as control beams and four hollow beams with ST.F and SY.F. To use a pure torsional load on the tested samples, an innovative test method was employed. The twisting angle of tested beams was calculated at each interval of the load as well as the first crack load and failure load. Outcomes illustrated that the utilizing of SY.F and ST.F in the reinforced concrete beams (RCB) enhanced the overall performance under torsional load compared to the control beam behaviors. This enhancement in the performance was relative to the fiber type and length. For the first cracking load, the tested beams reinforced with the ST.F and SY.F of 19 and 37 mm lengths showed approximately the same value. Also, the beam reinforced with the SY.F length of 55 mm exhibited the highest first cracking load value, among other tested beams. As the fiber length increases of SY.F, the ultimate load capacity was raised by 4.7, 9.4, and 21.9% for beams cast with 19, 37, and 55 mm fiber length, respectively. For the ST.F reinforcement concrete beam, the ultimate load capacity was raised by 5.5%. Therefore, due to the significant impact of SY.F on the torsional performance, it is recommended using SY.F with normal concrete." @default.
- W3039367701 created "2020-07-10" @default.
- W3039367701 creator A5015952005 @default.
- W3039367701 creator A5028246572 @default.
- W3039367701 creator A5032390974 @default.
- W3039367701 creator A5056782942 @default.
- W3039367701 date "2020-10-01" @default.
- W3039367701 modified "2023-10-01" @default.
- W3039367701 title "Experimental research on torsional strength of synthetic/steel fiber-reinforced hollow concrete beam" @default.
- W3039367701 cites W1968416655 @default.
- W3039367701 cites W1969358472 @default.
- W3039367701 cites W1976032598 @default.
- W3039367701 cites W1976805299 @default.
- W3039367701 cites W1977848623 @default.
- W3039367701 cites W2010898487 @default.
- W3039367701 cites W2034676582 @default.
- W3039367701 cites W2042133597 @default.
- W3039367701 cites W2046003824 @default.
- W3039367701 cites W2050997787 @default.
- W3039367701 cites W2070362349 @default.
- W3039367701 cites W2073192944 @default.
- W3039367701 cites W2079814030 @default.
- W3039367701 cites W2081558117 @default.
- W3039367701 cites W2084511278 @default.
- W3039367701 cites W2084778429 @default.
- W3039367701 cites W2084900624 @default.
- W3039367701 cites W2090461655 @default.
- W3039367701 cites W2092961652 @default.
- W3039367701 cites W2094165365 @default.
- W3039367701 cites W2110454722 @default.
- W3039367701 cites W2137022759 @default.
- W3039367701 cites W2156574934 @default.
- W3039367701 cites W2163153975 @default.
- W3039367701 cites W2170900737 @default.
- W3039367701 cites W2185269384 @default.
- W3039367701 cites W2322794335 @default.
- W3039367701 cites W2528271941 @default.
- W3039367701 cites W2567703208 @default.
- W3039367701 cites W2802241317 @default.
- W3039367701 cites W2803067071 @default.
- W3039367701 cites W2807806605 @default.
- W3039367701 cites W2887278611 @default.
- W3039367701 cites W897829460 @default.
- W3039367701 doi "https://doi.org/10.1016/j.engstruct.2020.110948" @default.
- W3039367701 hasPublicationYear "2020" @default.
- W3039367701 type Work @default.
- W3039367701 sameAs 3039367701 @default.
- W3039367701 citedByCount "30" @default.
- W3039367701 countsByYear W30393677012021 @default.
- W3039367701 countsByYear W30393677012022 @default.
- W3039367701 countsByYear W30393677012023 @default.
- W3039367701 crossrefType "journal-article" @default.
- W3039367701 hasAuthorship W3039367701A5015952005 @default.
- W3039367701 hasAuthorship W3039367701A5028246572 @default.
- W3039367701 hasAuthorship W3039367701A5032390974 @default.
- W3039367701 hasAuthorship W3039367701A5056782942 @default.
- W3039367701 hasConcept C127413603 @default.
- W3039367701 hasConcept C159985019 @default.
- W3039367701 hasConcept C168834538 @default.
- W3039367701 hasConcept C192562407 @default.
- W3039367701 hasConcept C2779016933 @default.
- W3039367701 hasConcept C2988805333 @default.
- W3039367701 hasConcept C519885992 @default.
- W3039367701 hasConcept C64208038 @default.
- W3039367701 hasConcept C66938386 @default.
- W3039367701 hasConceptScore W3039367701C127413603 @default.
- W3039367701 hasConceptScore W3039367701C159985019 @default.
- W3039367701 hasConceptScore W3039367701C168834538 @default.
- W3039367701 hasConceptScore W3039367701C192562407 @default.
- W3039367701 hasConceptScore W3039367701C2779016933 @default.
- W3039367701 hasConceptScore W3039367701C2988805333 @default.
- W3039367701 hasConceptScore W3039367701C519885992 @default.
- W3039367701 hasConceptScore W3039367701C64208038 @default.
- W3039367701 hasConceptScore W3039367701C66938386 @default.
- W3039367701 hasLocation W30393677011 @default.
- W3039367701 hasOpenAccess W3039367701 @default.
- W3039367701 hasPrimaryLocation W30393677011 @default.
- W3039367701 hasRelatedWork W1975168330 @default.
- W3039367701 hasRelatedWork W2016620601 @default.
- W3039367701 hasRelatedWork W2020056518 @default.
- W3039367701 hasRelatedWork W2230009713 @default.
- W3039367701 hasRelatedWork W2326997823 @default.
- W3039367701 hasRelatedWork W2376168832 @default.
- W3039367701 hasRelatedWork W2387616028 @default.
- W3039367701 hasRelatedWork W2993121761 @default.
- W3039367701 hasRelatedWork W3087783407 @default.
- W3039367701 hasRelatedWork W3162732562 @default.
- W3039367701 hasVolume "220" @default.
- W3039367701 isParatext "false" @default.
- W3039367701 isRetracted "false" @default.
- W3039367701 magId "3039367701" @default.
- W3039367701 workType "article" @default.