Recycled Plastic Fibers for Minimizing Plastic Shrinkage Cracking of Cement Based Mortar
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Recycled Plastic Fibers for Minimizing Plastic Shrinkage Cracking of Cement Based Mortar

Authors: B.S. Al-Tulaian, M. J. Al-Shannag, A.M. Al-Hozaimy

Abstract:

The development of new construction materials using  recycled plastic is important to both the construction and the plastic  recycling industries. Manufacturing of fibers from industrial or  postconsumer plastic waste is an attractive approach with such  benefits as concrete performance enhancement, and reduced needs  for land filling. The main objective of this study is to investigate the  effect of Plastic fibers obtained locally from recycled waste on plastic  shrinkage cracking of ordinary cement based mortar. Parameters  investigated include: fiber length ranging from 20 to 50mm, and fiber  volume fraction ranging from 0% to 1.5% by volume. The test results  showed significant improvement in crack arresting mechanism and  substantial reduction in the surface area of cracks for the mortar  reinforced with recycled plastic fibers compared to plain mortar.  Furthermore, test results indicated that there was a slight decrease in  compressive strength of mortar reinforced with different lengths and  contents of recycled fibers compared to plain mortar. This study  suggests that adding more than 1% of RP fibers to mortar, can be  used effectively for controlling plastic shrinkage cracking of cement  based mortar, and thus results in waste reduction and resources  conservation.

 

Keywords: Mortar, plastic, shrinkage cracking, compressive strength, RF recycled fibers.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1336148

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References:


[1] Balaguru PN, Shah SP. Fiber reinforced cement composites. McGraw-Hill International Editions; 1992.
[2] Bentur A, Mindess S. Fiber reinforced cementitious composites. London: Elsevier Applied Science; 1990, 1–11.
[3] Won JP, Park CG. Shrinkage cracking and durability characteristics of polypropylene fiber reinforced concrete. J KSCE 1999; 15 (5): 783–90.
[4] Wang K, Shah SP, Pariya P. Plastic shrinkage cracking in concrete materials influence of fly ash and fibers. ACI Mater J 2001; 96 (6): 458–64.
[5] Naaman AE, Xia Z, Hikasa JI, Saito T. Control of plastic shrinkage cracking of concrete with PVA fibers. In: Proceedings of international symposium on infrastructure regeneration and rehabilitation. UK: University of Sheffield; 1999, p. 371–85, June 28–July 2.
[6] Kraai PP. A proposed test to determine the cracking potential due to drying shrinkage of cracking. Concrete Construct 1985 ; 30(9):775–8.
[7] Grzybowshi M, Shah SP. Shrinkage cracking of fiber reinforced concrete. ACI Mater J, 1991; 87 (2):138–48.
[8] Toledo Filho, R.D. and Sanjuán, M.A. Effect of low modulus sisal and polypropylene fiber on the free and restrained shrinkage of mortars at early age. Cement and Concrete Research, 1999; 29 (10): 1597-1604.
[9] Bayasi, Z. and Mclntyre, M. Application of fibrillated polypropylene fibers for restraint of plastic shrinkage cracking in silica fume concrete. ACI Materials Journal, 2002; 99 (4): 337-344.
[10] Qi, C. Quantitative assessment of plastic shrinkage cracking and its impact on the corrosion of steel reinforcement. Ph.D. Thesis, Department of Civil Engineering, Purdue University, West Lafayette, Indiana, USA. 2003.
[11] Sung Bae Kim, Na Hyun Yi, Hyun Young Kim, Jang-Ho Jay Kim, Young-Chul Song. Material and structural performance evaluation of recycled PET fiber reinforced concrete, Cement & Concrete Composites 32, 2010, pp. 232-240.
[12] The Korean Institute of Resources Recycling, Recycling handbook, Korea: The Korea Institute of Resources Recycling; 1999. pp. 195-206.
[13] Wang Y., Wu H. C. and Li V. C. Concrete reinforcement with recycled fibers. Journal of Materials in Civil Engineering. 2000, 12, No.4, pp. 314-319.
[14] Zollo RF. Fiber-reinforced concrete: an overview after 30 years of development. Cement Concrete Comp 1997, 19(2), pp. 107–22.
[15] Mwangi JPM. Flexural behavior of sisal fiber reinforced concrete beams. PhD thesis. University of California Davis; 2001.
[16] Aulia TB. Effects of polypropylene fibers on the properties of high-strength concrete. Leipzig Annual Civil Engineering Rep 2002, 5. pp. 43–59.
[17] Alhozaimy A. M. and Alshannag M. J. Performance of concrete reinforced with recycled plastic fibers. Magazine of Concrete Research. 2009, 61, No. 4, May, pp. 293-298.
[18] Sehaj S, Arun S, Richard B. Pullout behavior of polypropylene fibers from cementitious matrix. Cement Concrete Research, 2004, 34 (10), pp. 1919–1925.
[19] Alshannag MJ, Brinker R, Hansen W. Pullout behavior of steel fibers from cement-based composites. Cement Concrete Res 1997; 27 (6): 925–36.
[20] Li VC, Chan YW, Wu HC. Interface strengthening mechanisms in polymeric fiber reinforced cementitious composites. In: Proceeding of International Symposium of Brittle Matrix Composites, Warsaw, September 13–15, 1994. Warsaw: IKE and Woodhead Publish; 1994. p. 7–16.
[21] Wong tanakitcharoen T. Effect of randomly distributed fibers on plastic shrinkage cracking of cement composites, PhD Thesis, Ann Arbor, USA: University of Michigan; 2005. p. 149.
[22] Mobasher B, Li CY. Effect of interfacial properties on the crack propagation in cement based composites. Adv. Cement Based Mater 1996; 4 (3–4):93–105.
[23] Auchey F. L. The use of recycled polymer fibers as secondary reinforcement in concrete structures. Journal of Construction Education. 1998, 3, No.2, pp. 131-140.
[24] British Standards Institution, BS 1881-116, "Method for determination of compressive strength of concrete cubes”, London, 1983.