Matches in SemOpenAlex for { <https://semopenalex.org/work/W2997032972> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W2997032972 endingPage "012028" @default.
- W2997032972 startingPage "012028" @default.
- W2997032972 abstract "Abstract Behaviour of Reinforced Concrete (RC) in beam structure has captured attention of many researchers. Many past researchers investigated the issue of concrete strength in tensile zone. The present research investigates the effect of waste nylon cable ties fibre that act as an Artificial Plastic Fibres (APF) in normal concrete mix and RC beam element. The concrete strength of 30 MPa have been utilized in this research. The percentage of APF that has been mixed with the concrete paste are 1% and 3%. For strength performance, nine (9) cube specimens and nine (9) cylinder specimens were tested under compressive and splitting tensile test, respectively. In addition, six (6) RC beam specimens were prepared and tested under three points bending test in order to investigate its structural performance. Based on the results, 0%, 1% and 3% of APF in concrete mix produces tensile strength of 1.89 MPa, 3.37 MPa and 2.66 MPa respectively. While, from the compression tests, 50.9 MPa, 47.2 MPa and 24.5 MPa were generated from 0%, 1% and 3% of APF, respectively. From this observations, only 1% of APF was employed in concrete mix to produce RC beam for structural performance investigations. Based on three point bending test, RC beam that consisting 1% of APF produced maximum load about 35.98 kN with 1.8 mm deflection compared with control specimen that can only endured until 27.93 kN of maximum load with 2.37 mm deflection. Further observation reveals that cracking of RC beam consisting 1% of APF reduce and delay the crack formation. Overall, utilization of 1% APF in RC beam successfully improves its strength and structural performance." @default.
- W2997032972 created "2020-01-10" @default.
- W2997032972 creator A5005298270 @default.
- W2997032972 creator A5006316037 @default.
- W2997032972 creator A5009693686 @default.
- W2997032972 creator A5074994396 @default.
- W2997032972 creator A5086032399 @default.
- W2997032972 date "2020-01-01" @default.
- W2997032972 modified "2023-09-25" @default.
- W2997032972 title "Strength and Structural Performance of Reinforced Concrete Beam with Artificial Plastic Fibre (APF)" @default.
- W2997032972 cites W1967756313 @default.
- W2997032972 cites W2018567751 @default.
- W2997032972 cites W2027897606 @default.
- W2997032972 cites W2076894926 @default.
- W2997032972 cites W2077559281 @default.
- W2997032972 cites W2595389406 @default.
- W2997032972 doi "https://doi.org/10.1088/1757-899x/713/1/012028" @default.
- W2997032972 hasPublicationYear "2020" @default.
- W2997032972 type Work @default.
- W2997032972 sameAs 2997032972 @default.
- W2997032972 citedByCount "1" @default.
- W2997032972 countsByYear W29970329722022 @default.
- W2997032972 crossrefType "journal-article" @default.
- W2997032972 hasAuthorship W2997032972A5005298270 @default.
- W2997032972 hasAuthorship W2997032972A5006316037 @default.
- W2997032972 hasAuthorship W2997032972A5009693686 @default.
- W2997032972 hasAuthorship W2997032972A5074994396 @default.
- W2997032972 hasAuthorship W2997032972A5086032399 @default.
- W2997032972 hasBestOaLocation W29970329721 @default.
- W2997032972 hasConcept C112950240 @default.
- W2997032972 hasConcept C120665830 @default.
- W2997032972 hasConcept C121332964 @default.
- W2997032972 hasConcept C127413603 @default.
- W2997032972 hasConcept C159985019 @default.
- W2997032972 hasConcept C168834538 @default.
- W2997032972 hasConcept C178405089 @default.
- W2997032972 hasConcept C192562407 @default.
- W2997032972 hasConcept C2781355719 @default.
- W2997032972 hasConcept C2988805333 @default.
- W2997032972 hasConcept C30407753 @default.
- W2997032972 hasConcept C58396970 @default.
- W2997032972 hasConcept C66938386 @default.
- W2997032972 hasConcept C87210426 @default.
- W2997032972 hasConceptScore W2997032972C112950240 @default.
- W2997032972 hasConceptScore W2997032972C120665830 @default.
- W2997032972 hasConceptScore W2997032972C121332964 @default.
- W2997032972 hasConceptScore W2997032972C127413603 @default.
- W2997032972 hasConceptScore W2997032972C159985019 @default.
- W2997032972 hasConceptScore W2997032972C168834538 @default.
- W2997032972 hasConceptScore W2997032972C178405089 @default.
- W2997032972 hasConceptScore W2997032972C192562407 @default.
- W2997032972 hasConceptScore W2997032972C2781355719 @default.
- W2997032972 hasConceptScore W2997032972C2988805333 @default.
- W2997032972 hasConceptScore W2997032972C30407753 @default.
- W2997032972 hasConceptScore W2997032972C58396970 @default.
- W2997032972 hasConceptScore W2997032972C66938386 @default.
- W2997032972 hasConceptScore W2997032972C87210426 @default.
- W2997032972 hasIssue "1" @default.
- W2997032972 hasLocation W29970329721 @default.
- W2997032972 hasOpenAccess W2997032972 @default.
- W2997032972 hasPrimaryLocation W29970329721 @default.
- W2997032972 hasRelatedWork W1967171078 @default.
- W2997032972 hasRelatedWork W2157651583 @default.
- W2997032972 hasRelatedWork W2271319305 @default.
- W2997032972 hasRelatedWork W2355535078 @default.
- W2997032972 hasRelatedWork W2802394491 @default.
- W2997032972 hasRelatedWork W3151429222 @default.
- W2997032972 hasRelatedWork W3157168070 @default.
- W2997032972 hasRelatedWork W4309308045 @default.
- W2997032972 hasRelatedWork W754578766 @default.
- W2997032972 hasRelatedWork W2460034576 @default.
- W2997032972 hasVolume "713" @default.
- W2997032972 isParatext "false" @default.
- W2997032972 isRetracted "false" @default.
- W2997032972 magId "2997032972" @default.
- W2997032972 workType "article" @default.