Properties and durability of polyvinyl alcohol (PVA) fiber-reinforced rubber mortar

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Title: Properties and durability of polyvinyl alcohol (PVA) fiber-reinforced rubber mortar

Author(s): Ruizhe Si, Qingli Dai, and Jiaqing Wang

Publication: Symposium Paper

Volume: 334

Issue:

Appears on pages(s): 153-165

Keywords: Rubberized mortar; Fiber reinforcement; Ultrasonic wave velocity; Drying shrinkage; Compressive strength

DOI: 10.14359/51720258

Date: 9/30/2019

Abstract:
The fresh and mechanical properties as well as the durability of the polyvinyl alcohol (PVA) fiber-reinforced rubber mortar were evaluated in this study. The mini-slump test showed that the workability of the cement mortar was decreased with the both added rubber aggregates and PVA fibers. The mechanical strength was reduced in rubberized mortar compared with the plain cement mortar. The added PVA fiber with optimized content improved the compressive strength of the rubberized mortar. The ultrasonic wave velocity test showed that the dynamic modulus of the rubberized mortar was lower than that of plain mortar. In addition, the fiber reinforcement can enhance dynamic modulus (shown as the increased ultrasonic wave velocity) in the rubberized mortar mixtures. The drying shrinkage of the cement mortar was reduced by using the low content of the rubber aggregate as well as applying the PVA fiber reinforcement.

Related References:

1. Jang, J.-W., et al., Discarded tire recycling practices in the United States, Japan and Korea. Resources, conservation and recycling, 1998. 22(1): p. 1-14.

2. Review of Utilization of Waste Tires in Asphalt. Shatanawi K, Thoedsen C. s.n. In: Globhal Plasti Environmental Conference. Orland, FL, USA; 2008.

3. Eldin, N.N. and A.B. Senouci, Rubber-tire particles as concrete aggregate. Journal of materials in civil engineering, 1993. 5(4): p. 478-496.

4. Bignozzi, M. and F. Sandrolini, Tyre rubber waste recycling in self-compacting concrete. Cement and concrete research, 2006. 36(4): p. 735-739.

5. Ganjian, E., M. Khorami, and A.A. Maghsoudi, Scrap-tyre-rubber replacement for aggregate and filler in concrete. Construction and Building Materials, 2009. 23(5): p. 1828-1836.

6. Hernandez-Olivares, F., et al., Static and dynamic behaviour of recycled tyre rubber-filled concrete. Cement and concrete research, 2002. 32(10): p. 1587-1596.

7. Kotresh, K. and M.G. Belachew, Study on waste tyre rubber as concrete aggregates. International Journal of Scientific Engineering and Technology, 2014. 3(4): p. 433-436.

8. Fedroff, D., S. Ahmad, and B. Savas, Mechanical properties of concrete with ground waste tire rubber. Transportation Research Record: Journal of the Transportation Research Board, 1996(1532): p. 66-72.

9. Banthia, N., Fiber reinforced concrete. ACI SP-142ACI, Detroit, MI, 1994: p. 91-119.

10. Shah, S.P. and B.V. Rangan. Fiber reinforced concrete properties. in Journal Proceedings. 1971.

11. Zollo, R.F., Fiber-reinforced concrete: an overview after 30 years of development. Cement and Concrete Composites, 1997. 19(2): p. 107-122.

12. Mindess, S., L. Chen, and D. Morgan, Determination of the first-crack strength and flexural toughness of steel fiber-reinforced concrete. Advanced Cement Based Materials, 1994. 1(5): p. 201-208.

13. Nataraja, M., N. Dhang, and A. Gupta, Stress–strain curves for steel-fiber reinforced concrete under compression. Cement and concrete composites, 1999. 21(5): p. 383-390.

14. Song, P. and S. Hwang, Mechanical properties of high-strength steel fiber-reinforced concrete. Construction and Building Materials, 2004. 18(9): p. 669-673.

15. 544, A.C. and A.C. Institute, ACI 544. 5R-10 Report on the Physical properties and Durability of Fiber-Reinforced Concrete. 2010: American Concrete Institute.

16. Allan, M. and L. Kukacka, Strength and durability of polypropylene fibre reinforced grouts. Cement and concrete research, 1995. 25(3): p. 511-521.

17. Li, V.C., S. Wang, and C. Wu, Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). ACI Materials Journal-American Concrete Institute, 2001. 98(6): p. 483-492.

18. Li, V.C., et al., Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composite (PVA-ECC). Materials Journal, 2002. 99(5): p. 463-472.

19. Reda Taha, M.M., et al., Mechanical, fracture, and microstructural investigations of rubber concrete. Journal of materials in civil engineering, 2008. 20(10): p. 640-649.

20. Naik, T. and S. Singh. Utilization of discarded tires as construction materials for transportation facilities. in 70th Annual Meeting of Transportation Research Board. 1991.

21. Singh, S., Innovative applications of scrap-tires. Wisconsin Professional Engineer, 1993: p. 14-17.

22. ASTM C150-07, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA, 2007, www.astm.org.

23. ASTM C305-14, Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency, ASTM International, West Conshohocken, PA, 2014, www.astm.org.

24. ASTM C39 / C39M-18, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, 2018, www.astm.org.

25. Guo, S., et al., Ultrasonic scattering measurement of air void size distribution in hardened concrete samples. Construction and Building Materials, 2016. 113: p. 415-422.

26. ASTM C597-16, Standard Test Method for Pulse Velocity Through Concrete, ASTM International, West Conshohocken, PA, 2016, www.astm.org.

27. ASTM C596-09(2017), Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement, ASTM International, West Conshohocken, PA, 2017, www.astm.org.

28. Guo, S., et al., Evaluation of properties and performance of rubber-modified concrete for recycling of waste scrap tire. Journal of Cleaner Production, 2017. 148: p. 681-689.

29. Çavdar, A., Investigation of freeze–thaw effects on mechanical properties of fiber reinforced cement mortars. Composites Part B: Engineering, 2014. 58: p. 463-472.

30. Muthusamy, S., S. Wang, and D. Chung, Unprecedented vibration damping with high values of loss modulus and loss tangent, exhibited by cement–matrix graphite network composite. Carbon, 2010. 48(5): p. 1457-1464.

31. Zheng, L., X.S. Huo, and Y. Yuan, Experimental investigation on dynamic properties of rubberized concrete. Construction and building materials, 2008. 22(5): p. 939-947.

32. Uygunoğlu, T. and İ.B. Topçu, The role of scrap rubber particles on the drying shrinkage and mechanical properties of self-consolidating mortars. Construction and Building Materials, 2010. 24(7): p. 1141-1150.

33. Si, R., et al., Evaluation of laboratory performance of self-consolidating concrete with recycled tire rubber. Journal of Cleaner Production, 2018. 180: p. 823-831.

34. Sukontasukkul, P. and K. Tiamlom, Expansion under water and drying shrinkage of rubberized concrete mixed with crumb rubber with different size. Construction and Building Materials, 2012. 29: p. 520-526.

35. Abo-Qudais, S.A., Effect of concrete mixing parameters on propagation of ultrasonic waves. Construction and building materials, 2005. 19(4): p. 257-263.

36. Zhang, J. and V.C. Li, Influences of fibers on drying shrinkage of fiber-reinforced cementitious composite. Journal of engineering mechanics, 2001. 127(1): p. 37-44.