Shrinkage Behaviour of Fibre Reinforced Concrete with Recycled Tyre Polymer FibresReport as inadecuate

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International Journal of Polymer Science - Volume 2015 2015, Article ID 145918, 9 pages -

Research ArticleDepartment of Materials, University of Zagreb Faculty of Civil Engineering, Fra Andrije Kacica Miosica 26, 10000 Zagreb, Croatia

Received 7 August 2015; Revised 7 October 2015; Accepted 11 October 2015

Academic Editor: Gonzalo Martínez-Barrera

Copyright © 2015 Marijana Serdar et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


Different types of fibres are often used in concrete to prevent microcracking due to shrinkage, and polypropylene fibres are among the most often used ones. If not prevented, microcracks can lead to the development of larger cracks as drying shrinkage occurs, enabling penetration of aggressive substances from the environment and reducing durability of concrete structures. The hypothesis of the present research is that polypropylene fibres, used in concrete for controlling formation of microcracks due to shrinkage, can be replaced with recycled polymer fibres obtained from end-of-life tyres. To test the hypothesis, concrete mixtures containing polypropylene fibres and recycled tyre polymer fibres were prepared and tested. Experimental programme focused on autogenous, free, and restrained shrinkage. It was shown that PP fibres can be substituted with higher amount of recycled tyre polymer fibres obtaining concrete with similar shrinkage behaviour. The results indicate promising possibilities of using recycled tyre polymer fibres in concrete products. At the same time, such applications would contribute to solving the problem of waste tyre disposal.

Author: Marijana Serdar, Ana Baričević, Marija Jelčić Rukavina, Martina Pezer, Dubravka Bjegović, and Nina Štirmer



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