The effects of fibres in the plastic shrinkage cracking of high strength concrete
Plastic shrinkage cracking in concrete usually occurs during the first 5 hours after placing and therefore the mechanics of fibre reinforcement were studied during this period. Two types of polypropylene fibres were mixed at 0.1% by volume. The development of bond strengths and the stresses which th...
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Veröffentlicht in: | Materials and structures 2002-04, Vol.35 (247), p.189-194 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | Plastic shrinkage cracking in concrete usually occurs during the first 5 hours after placing and therefore the mechanics of fibre reinforcement were studied during this period. Two types of polypropylene fibres were mixed at 0.1% by volume. The development of bond strengths and the stresses which the fibres could sustain across cracks were measured by uniaxial tensile tests during the first 5 hours after mixing. Fibre stresses up to 130 MPa at 5 hours were achieved which were equivalent to a composite post-crack strength of 65 kPa. Restrained ring tests were used to assess the amount of cracking which occurred during the first 24 hours in a different high strength mix and, although the results were very variable, the fibres were found to reduce the crack area by between 40% and 85% compared with plain concrete, depending on fibre type.[PUBLICATION ABSTRACT] |
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ISSN: | 1359-5997 1871-6873 |
DOI: | 10.1007/bf02533588 |