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Architecture, Civil Engineering, Environment
Volume 11 (2018): Issue 1 (March 2018)
Open Access
Application of Fibers from End-of-Life Tires as a Self-Compacting Concrete Reinforcement – An Experimental Study
Małgorzata PAJĄK
Małgorzata PAJĄK
| Apr 01, 2019
Architecture, Civil Engineering, Environment
Volume 11 (2018): Issue 1 (March 2018)
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Published Online:
Apr 01, 2019
Page range:
105 - 113
Received:
Nov 13, 2017
Accepted:
Mar 05, 2018
DOI:
https://doi.org/10.21307/acee-2018-011
© 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)
Figure 2.
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
Figure 4.
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%
Figure 6.
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]
Figure 8.
Variation of residual strength according to the amount of RSF