Influence of steel fibre reinforcement on the workability of self-compacting concrete
Document identifier: oai:DiVA.org:ltu-7618
Keyword: Engineering and Technology,
Civil Engineering,
Infrastructure Engineering,
Teknik och teknologier,
Samhällsbyggnadsteknik,
Infrastrukturteknik,
Structural Engineering,
KonstruktionsteknikPublication year: 2000Relevant Sustainable Development Goals (SDGs):
The SDG label(s) above have been assigned by OSDG.aiAbstract: This study consists of results of workability tests for concrete mixes using various amounts and types of steel fibres. The mixes are proportioned using the addition of filler and superplasticizer in order to obtain Self-Compacting Concrete (SCC) before addition of fibres. The test methods that have been used are the slump flow test and a modified L-box test. The results show the general correlation between the measured workability parameters and fibre volume and shape. The results show that the type of concrete mix used clearly affects the relative behaviour of using various types and amounts of steel fibres. In some of the mixes the influence of fibres can be detected by a decrease in flowability as the fibre amount or fibre aspect ratio increase. However, in the case of well-proportioned SCC the workability is not influenced by the steel fibres added within realistic amounts, i.e. 60 kg/m exp 3 for a fibre aspect ratio up to 100. The tests imply therefore, that it is quite feasible to use fibres in combination with SCC for structural applications.
Authors
Patrik Groth
Luleå tekniska universitet
Other publications
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Håkan Thun
Other publications
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identifier: oai:DiVA.org:ltu-7618
datestamp: 2021-04-19T13:00:40Z
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titleInfo:
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lang: eng
title: Influence of steel fibre reinforcement on the workability of self-compacting concrete
abstract: This study consists of results of workability tests for concrete mixes using various amounts and types of steel fibres. The mixes are proportioned using the addition of filler and superplasticizer in order to obtain Self-Compacting Concrete (SCC) before addition of fibres. The test methods that have been used are the slump flow test and a modified L-box test. The results show the general correlation between the measured workability parameters and fibre volume and shape. The results show that the type of concrete mix used clearly affects the relative behaviour of using various types and amounts of steel fibres. In some of the mixes the influence of fibres can be detected by a decrease in flowability as the fibre amount or fibre aspect ratio increase. However in the case of well-proportioned SCC the workability is not influenced by the steel fibres added within realistic amounts i.e. 60 kg/m exp 3 for a fibre aspect ratio up to 100. The tests imply therefore that it is quite feasible to use fibres in combination with SCC for structural applications.
subject:
@attributes:
lang: eng
authority: uka.se
topic:
Engineering and Technology
Civil Engineering
Infrastructure Engineering
@attributes:
lang: swe
authority: uka.se
topic:
Teknik och teknologier
Samhällsbyggnadsteknik
Infrastrukturteknik
@attributes:
lang: eng
authority: ltu
topic: Structural Engineering
genre: Research subject
@attributes:
lang: swe
authority: ltu
topic: Konstruktionsteknik
genre: Research subject
language:
languageTerm: eng
genre:
publication/journal-article
ref
note:
Published
2
Godkänd; 2000; 20070211 (ysko)
name:
@attributes:
type: personal
namePart:
Groth
Patrik
role:
roleTerm: aut
affiliation: Luleå tekniska universitet
@attributes:
type: personal
authority: ltu
namePart:
Thun
Håkan
role:
roleTerm: aut
nameIdentifier: thun
originInfo:
dateIssued: 2000
relatedItem:
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type: host
titleInfo:
title: Concrete Science and Engineering
identifier: 1295-2826
part:
detail:
@attributes:
type: volume
number: 2
@attributes:
type: issue
number: 6
extent:
start: 65
end: 70
physicalDescription:
form: print
typeOfResource: text