MECHANICAL PROPERTIES OF CONCRETE CONTAINS WASTE TIRES EXPOSED TO HIGH TEMPERATURE

Authors

  • Siti Nurul Nureda Mohamad Zukri Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia
  • Mariyana Aida Ab. Kadir Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia
  • Abdul Rahman Mohd. Sam Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia
  • Nur Nadhira A. Rasid Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia
  • M. Iqbal Khiyon Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia
  • Nur Farhayu Ariffin Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang, 26300 Kuantan, Pahang, Malaysia

DOI:

https://doi.org/10.11113/mjce.v29.15695

Keywords:

Concrete, crumb rubber, steel fiber, high temperature, mechanical properties

Abstract

Concrete contains crumb rubber and steel fiber from waste tires has recently gained interest among researchers as an alternative material to be used in the construction field. Mechanical properties of the concrete containing crumb rubber replacement and steel fiber at high temperature was investigated experimentally. The waste crumb rubber was chemically treated by using sodium hydroxide (NaOH). Water cement ratio of Treated Rubberized Steel Fiber Concrete (TRSF-Con) was modified to get similar strength as Normal Concrete (NC). A microstructure analysis using Scanning Electron Microscopy (SEM) test was conducted to investigate the bonding of crumb rubber in the concrete mix at ambient and high temperature. The TRSF-Con has performed satisfactory on reducing the growth and crack width compared with normal concrete when exposed to high temperature. The concrete containing crumb rubber and steel fiber have high potential to be utilized as insulating or reinforcement materials for non-structural composite member, which ensure the elements of the structure will not collapse for a prescribe period of time.

References

Biel Timothy, D. & Lee H. (1994). Use of Recycled Tyre Rubbers in Concrete. Proceeding ofthird material engineering conference, infrastructure: new material and method of repair. San Diego, CA. 351-58.

Camille A. Isaac & George Salem. (2013). Utilization of Recycled Crumb Rubber as Fine Aggregates in Concrete Mix Design. Journal of Construction and Building Materials.42: 48-52.

Eldin, N. & Senouci A. (1993). Rubber-Tyre Particles as Concrete Aggregates. ASCE Journal of Materials in Civil Engineering. 5 (4): 478-496.

Fedroff, D., Ahmad, S. & Savas BZ. (1997). Freeze-Thaw Durability of Concrete with Ground Waste Tyre Rubber. Transportation Research Record 1574. 80-8 pp.

Georgali B & Tsakiridis PE. (2005). Microstructure of Fire-Damaged Concrete. Journal of Cement and Concrete Composites. 27 (2): 255-259.

Güneyisi E, Gesoglu M & Özturan, T. (2004). Properties of Rubberized Concretes Containing Silica Fume. Journal of Cement Concrete Research. 34 (12):2309–2317.

Khatib Zaher & F. Bayomy (1999). Rubberized Portland Cement Concrete. Journal of Material in Civil Engineering. 11 (3): 206–213.

Li, L.J., Xie,W.F., Liu, F., Guo, Y.C. & Deng, J. (2011). Fire Performance of High-Strength Concrete Reinforced with Recycled Rubber Particles. Magazine of Concrete Research. 63 (3): 187-195.

Morsy M. S., Shebl S. S. & Rashad A. M. (2008). Effect of Fire on Microstructure and Mechanical Properties of Blended Cement Paste Containing Metakaolin and Silica Fume. International Conference on Durability of Building Materials and Components Istanbul, Turkey. 9 (2): 93-105.

Najim K. B. & Hall M. R. (2010). A Review of the Fresh/Hardened Properties and Applications for Plain (PRC) and Self-Compacting Rubberized Concrete (SCRC). Journal of Construction and Building Materials. 24(11): 2043-2057.

Omotola Alawode and Idowu. (2011). Effects of Water-Cement Ratios on the Compressive Strength and Workability of Concrete and Lateritic Concrete Mixes. The Pacific Journal of Science and Technology. 12 (2).

Segre N, Joekes I. (2000). Use of Tire Rubber Particles as Addition to Cement Paste. Journal of Cement and Concrete Research. 30 (9):1421–5. Thiruvangodan, Sandra Kumar. (2006). Waste Tyre Management in Malaysia. PhD. Thesis, Universiti Putra Malaysia.

Thong-On A. (2001). Crumb rubber in mortar cement application. M.S. Thesis, Arizona State University, Tempe, Arizona.

Topçu, I. B. & Bilir, T. (2009). Experimental Investigation of Some Fresh and Hardened Properties of Rubberized Self-Compacting Concrete. Journal of Material & Design. 30 (8): 3056–3121.

Yong-chang, G., Jian-hong, Z., Guang-min, C. & Zhi-hong, X. (2014). Compressive Behaviour of Concrete Structures Incorporating Recycled ConcreteAggregates, Rubber Crumb and Reinforced with Steel Fibre, Subjected to Elevated Temperatures. Journal of Cleaner Production. 72: 193-203

Zheng L, Sharon H.X & Yuan Y, (2008). Strength, Modulus of Elasticity, and Brittleness Index of Rubberized Concrete. Journal of Material in Civil Engineering. 20 (11): 692–701.

Downloads

Published

2018-03-20

Issue

Section

Articles

How to Cite

MECHANICAL PROPERTIES OF CONCRETE CONTAINS WASTE TIRES EXPOSED TO HIGH TEMPERATURE. (2018). Malaysian Journal of Civil Engineering, 29. https://doi.org/10.11113/mjce.v29.15695