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PROPERTIES OF CONCRETE WITH FIBRES FROM RECYCLED TYRES

Magdalena Pawelska-Mazur

First published: 2018-06-20https://doi.org/10.5593/sgem2018/6.3/s26.040View metrics

Abstract

Due to EU environmental legislation focused on the reduction of waste, all post-consumer tyres must be reused, retreated or recycled. Rubber derived from post-consumer tyres is utilised in a number of engineering applications, however the market solutions for steel components are still not discovered. The main objective of the research was to develop the method of the valuable steel tyre cord application in the construction sector. Studies were conducted on recycled fibres modified concrete properties to examine the feasibility of recycled steel fibres (RSF) to the concrete mix and to compare it with industrially produced steel fibres (ISF). The research program included the investigation of mechanical properties (compressive strength, tensile strength, abrasion resistance, bond strength, and shrinkage) of concrete without any fibres (NC), concrete modified with the industrial steel fibers (SFRC) and concrete modified with the fibers derived from recycled post-consumer tyres (RSFRC). In order to analyze the post-cracking performance of concrete reinforced with fibers from post-consumer tyres, flexural tests were carried out under CMOD (Crack Mouth Opening Displacement) control. The authors demonstrated that the fibres from recycled car tyres are a promising material for reinforcing cement matrix and can be implemented as the replacement of industrially produced fibres in concrete. The results of investigations prove that the novel RSFRC have the potential for the environmentally friendly way of dealing with tyre steel components. In addition, the demonstrated economic benefits of RSFRC could encourage the private sector to make significant advances in circular economy though a higher amount of recycled materials used in construction.

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Publication details

Title
PROPERTIES OF CONCRETE WITH FIBRES FROM RECYCLED TYRES
Authors
Magdalena Pawelska-Mazur
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 18th International Multidisciplinary Scientific GeoConference SGEM2018, Nano, Bio and Green - Technologies for a Sustainable Future
Publisher
STEF92 Technology
Year
2018
Pages
303-310
SWS Citekey
Pawelska-Mazur201826303310
ISSN
1314-2704
ISBN
978-619-7408-52-2
Language
en
Publication type
Conference Paper
Keywords
References8
  1. Etrma Statistics - 2016, The European Tyre and Rubber industries, access: http://www.etrma.org

  2. Pawelska-Mazur M., The Application of Fibres from Recycled postconsumer Tyres for Concrete Reinforcement, CCC 2013 Conference, Poland, pp 436-439, 2013.

  3. Tlemat, H., Pilakoutas, K., Neocleous, K., Design issues for concrete reinforced with steel fibres recovered from waste tyres, Journal of Materials in Civil Engineering, ASCE 18, USA, pp 677–685, 2006.

  4. Caggiano A. Antonio Caggiano A. Hernan Xargay H., Folino P., Enzo Martinelli E., Experimental and numerical characterization of the bond behavior of steel fibers recovered from waste tires embedded in cementitious matrices, Cement & Concrete Composites, No. 62, pp. 146–155, 2015.

  5. Suchorzewski, J., Tejchman J., Nitka M., Experimental and numerical investigation of concrete behaviour at meso-level during quasi-static splitting tension, Theoretical and Applied Fracture Mechanics, 2017, access: DOI: 10.1016/j.tafmec.2017.10.011

  6. Aiello M.A., Leuzzi F., Centonze G, Maffezzoli A., Use of steel fibres recovered from waste tyres as reinforcement in concrete: Pull-out behaviour, compressive and flexural strength, Waste Management No 29, pp. 1960–1970, 2009.

  7. Kaszynska M., Zielinski A.P, Effect of lightweight aggregate on minimizing autogenous shrinkage in Self-Consolidating Concrete, Matbud’2015 Conference, Poland, Procedia Engineering No.108, pp 608 – 615, 2015.

  8. RILEM TC162–TDF: Test and design methods for steel fibre reinforced concrete, Materials and Structures, Vol. 35, pp 262-278, 2002

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Number of times cited according to Crossref: 1

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