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Application of Fibers from End-of-Life Tires as a Self-Compacting Concrete Reinforcement – An Experimental Study

Małgorzata PAJĄK

Małgorzata PAJĄK

PhD; Faculty of Civil Engineering, The Silesian University of TechnologyGliwice, Poland
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PAJĄK, Małgorzata
  
01 kwi 2019
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Data publikacji: 01 kwi 2019
Zakres stron: 105 - 113
Otrzymano: 13 lis 2017
Przyjęty: 05 mar 2018
DOI: https://doi.org/10.21307/acee-2018-011
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© 2018 Małgorzata Pająk published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Figure 1.

Fibers from end-of-life tires – recycled steel fibers (RSF)
Fibers from end-of-life tires – recycled steel fibers (RSF)

Figure 2.

Four-point flexural test set-up
Four-point flexural test set-up

Figure 3.

The results from the slump flow tests of SCC containing: a) Vf = 0%; b) Vf = 1.0%; c) Vf = 1.5% of RSF
The results from the slump flow tests of SCC containing: a) Vf = 0%; b) Vf = 1.0%; c) Vf = 1.5% of RSF

Figure 4.

The RSF-SCC specimens before (a) and after (b) the flexural tests
The RSF-SCC specimens before (a) and after (b) the flexural tests

Figure 5.

Load-deflection curves obtained in flexural tests of self-compacting concrete reinforced with the amount of RSF equal to: (a) 1.0%; (b) 1.5%
Load-deflection curves obtained in flexural tests of self-compacting concrete reinforced with the amount of RSF equal to: (a) 1.0%; (b) 1.5%

Figure 6.

Comparison of average load-deflection curves of RSF-SCC
Comparison of average load-deflection curves of RSF-SCC

Figure 7.

Determination of the residual and maximum flexural tensile strength from the load – deflection curve according to [26]
Determination of the residual and maximum flexural tensile strength from the load – deflection curve according to [26]

Figure 8.

Variation of residual strength according to the amount of RSF
Variation of residual strength according to the amount of RSF
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
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