301
Views
13
CrossRef citations to date
0
Altmetric
Original Articles

Innovative technique of using carbon fibre reinforced polymer strips for shear reinforcement of reinforced concrete beams with waste plastic fibres

&
Pages 516-537 | Received 09 Mar 2018, Accepted 01 Oct 2018, Published online: 17 Jan 2019

References

  • ACI American Concrete Institute Committee. (2014). Building code requirements for structural concrete (ACI 318M-14): An ACI standard: Commentary on building code requirements for structural concrete (ACI 318M-14). Farmington Hills, MI: American Concrete Institute.
  • ACI American Concrete Institute Committee. (2008). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures: ACI 440.2R-08. Detroit: American Concrete Institute.
  • ASTM American Society for Testing and Materials. C43-143. (2003). Standard test method for slump of hydraulic-cement concrete. Washington, USA.
  • Afroz, M., Jobaer, M., & Mahmudul Hasan, M. (2013). Performance of plain PET fibers to enhance the mechanical behavior of concrete under tension and shear. International Journal of Science, Engineering and Technology Research, 2(9), 1668–1672.
  • Agamuthu, P., & Faizura, P. N. (2005). Biodegradability of degradable plastic waste. Waste Management & Research : The Journal of the International Solid Wastes and Public Cleansing Association, Iswa, 23(2), 95–100.
  • Al-Hadithi, A. I. (2008). Some properties of concrete using waste plastic fiber with a very small percentages. The First International Engineering Sciences Conference of Aleppo University (IESC"2008). 2–4/11/. Aleppo, Syria.
  • Al-Hadithi, A. I., & Hilal, N. N. (2016). The possibility of enhancing some properties of self-compacting concrete by adding waste plastic fibers. Journal of Building Engineering, 8, 20–28.
  • Al-Hadithi, A. I (2013). Improving impact and mechanical properties of gap-graded concrete by adding waste plastic fibers. International Journal of Civil Engineering and Technology (IJCIET), 4(2), 118–131.
  • Al-Manaseer, A., & Dalal, T. (1997). Concrete containing plastic aggregates. Concrete International, 19(8), 47–52.
  • ASTM C 496-04. (2003). Standard test method for splitting tensile strength of cylindrical concrete specimens (pp. 259–262). Annual Book of ASTM Standards. 04.02.
  • British Standards Institution. (2004). BS EN 206-1: 2000. Concrete – Part 1: Specification, performance, production and conformity. London: BSI.
  • Daniel, J. I., Gopalaratnam, V. S., Galinat, M. A., Ahmad, S. H., Hoff, G. C., Schupack, M., … Balaguru, P. N. (2002). Report on fiber reinforced concrete. ACI 544.1R-96 (pp. 2–5).
  • de Lima, R. C., da Silva Filho, L. C. P., & Campagnolo, J. L. (2003). Behaviour of CFRP composites exposed to high temperature. Engenharia Civil UM, 17, 69–81.
  • El-Sayed, A. K., Hussain, R. R., & Shuraim, A. B. (2016). Effect of stirrup corrosion on the shear strength of reinforced concrete short beams. Journal of Civil Engineering and Management, 22(4), 491–499.
  • EPA [US Environmental Protection Agency]. (2014). Municipal solid waste generation, recycling, and disposal in the United States: Facts and figures for 2012.
  • Foti, D. (2011). Preliminary analysis of concrete reinforced with waste bottles PET fibers. Construction and Building Materials Journal, 25(4), 1906–1915.
  • Gestis Substance Database of the Institute for Occupational & Safety. (2007). The Gestis Substance Database of the Institute for Occupational Safety and Health. Retrieved from http://gestis.itrust.de/nxt/gateway.dll/gestis_en/000000.xml?f=templates&fn=default.htm&vid=gestiseng:sdbeng
  • Gourmelon, G. (2015). Global plastic production rises, recycling lags. New World watch Institute analysis explores trends in global plastic consumption and recycling. Retrieved from http://www.worldwatch.org/global-plastic-production-rises-recycling-lags-0
  • Grimaldi, A., & Rinaldi, Z. (2004). Influence of the steel properties on the ductility of RC structures. Novel Approaches in Civil Engineering. Lecture Notes in Applied and Computational Mechanics, 14, 297–309.
  • I.Q.S., No. 45. (1984). Iraqi standard specification for aggregate form natural sources for concrete and building construction.
  • I.Q.S., No. 5. (1984). Iraqi standard specification for Portland cement.
  • Pandya, J. M., & Purohit, P. B. M. (2014). Experimental study on the mechanical properties of concrete incorporating PET fibers. IJSRD – International Journal for Scientific Research & Development, 2(09), 2321–0613.
  • Kaw, A. K. (2006). Mechanics of composite materials. Boca Raton/London/New York: CRC Press.
  • Khan, A. R., Baluch, M. H., & Al-Gadhib, A. H. (2004). Repair and strengthening of reinforced concrete structures using CFRP plates. In Proceedings of international Bhurban conference on applied sciences and technology (Vol. 2).‏
  • Kim, S. B., Yi, N. H., Kim, H. Y., Kim, J. H. J., & Song, Y. C. (2010). Material and structural performance evaluation of recycled PET fiber reinforced concrete. Cement and Concrete Composites, 32(3), 232–240.
  • Meier, U. (1997). Repair using advanced composites. International conference on composite construction-conventional and innovative (pp. 113–124).
  • Meier, U., & Winistorfer, A. (1995). Retrofitting of structures through external bonding of CFRP sheets. Non-Metallic (FRP) Reinforcement for Concrete Structures: Proceedings of the Second International RILEM Symposium (Vol. 29, pp. 465).
  • Najim, K. B. (2012). Determination and enhancement of mechanical and thermo-physical behaviour of crumb rubber-modified structural concrete. University of Nottingham.
  • Nordin, H. (2003). Fibre reinforced polymers in civil engineering: Flexural strengthening of concrete structures with prestressed near surface mounted CFRP rods (Vol. 25, 57).
  • Ouda, O. K., Raza, S. A., Al-Waked, R., Al-Asad, J. F., & Nizami, A. S. (2015). Waste-to-energy potential in the Western Province of Saudi Arabia. Journal of King Saud University-Engineering Sciences, 29(3), 212–220.
  • Rahmani, E., Dehestani, M., Beygi, M., Allahyari, H., & Nikbin, I. (2013). On the mechanical properties of concrete containing waste PET particles. Construction and Building Materials, 47, 1302–1308.
  • Ramadevi, K., & Manju, R. (2012). Experimental investigation on the properties of concrete with plastic PET (bottle) fibres as fine aggregates. International Journal of Emerging Technology and Advanced Engineering, 2(6), 42–46.
  • Rinaldi, Z., Grimaldi, A., & Galli, G. (2004). Ductility of RC beams reinforced with FRC. 13th World conference on earthquake engineering, Vancouver, B.C., Canada, August 1–6, pp. 2761.
  • Saikia, N., & de Brito, J. (2012). Use of plastic waste as aggregate in cement mortar and concrete preparation: A review. Construction and Building Materials, 34, 385–401.
  • Siddique, R., Khatib, J., & Kaur, I. (2008). Use of recycled plastic in concrete: A review. Waste Management (New York, NY), 28(10), 1835–1852.
  • Sika. (2003). SikaWrap®-300C Woven carbon fiber fabric for structural strengthening. Technical Data Sheet, Edition 3.
  • Wong, S. L., Ngadi, N., Abdullah, T. A. T., & Inuwa, I. M. (2015). Current state and future prospects of plastic waste as source of fuel: A review. Renewable and Sustainable Energy Reviews, 50, 1167–1180.
  • Xie, Y., Ahmad, S. H., Yu, T., Hino, S., & Chung, W. (1994). Shear ductility of reinforced concrete beams of normal and high-strength concrete. ACI Structural Journal, 91(2), 140–149.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.