Computers and Concrete

  • 제11권1호
  • /
  • Pages.63-73
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  • 2013
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Experimental and numerical investigations of the influence of reducing cement by adding waste powder rubber on the impact behavior of concrete

  • Al-Tayeb, Mustafa Maher (School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus) ;
  • Abu Bakar, B.H. (School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus) ;
  • Akil, Hazizan Md. (School of Materials & Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus) ;
  • Ismail, Hanafi (School of Materials & Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus)
  • 투고 : 2011.12.10
  • 심사 : 2012.04.17
  • 발행 : 2013.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the effect of reducing cement by proportional addition of waste powder rubber on the performance of concrete under impact three-point bending loading were investigated experimentally and numerically. Concrete specimens were prepared by adding 5%, 10% and 20 % of rubber powder as filler to the mix and decreasing the same percentage of cement. For each case, three beams of $50mm{\times}100mm{\times}500mm$ were loaded to failure in a drop-weight impact machine by subjecting them to 20 N weight from 300mm height, while another three similar beams were tested under static load. The bending load-displacement behavior was analyzed for the plain and rubberized specimens, under static and impact loads. A three dimensional finite-element method simulation was also performed by using LUSAS V.14 in order to study the impact load-displacement behavior, and the predictions were validated with the experimental results. It was observed that, despite decreasing the cement content, the proportional addition of powder rubber until 10% could yield enhancements in impact tup, inertial load and bending load.

키워드

참고문헌

  1. Banthia, N. (1987), Impact resistance of concrete, University of British Columbia.
  2. Banthia, N., Gupta, P. and Yan, C. (1999), "Impact resistance of fiber reinforced wet-mix shotcrete part 1: Beam tests", Mater. Struct., 32(8), 563-570. https://doi.org/10.1007/BF02480490
  3. Banthia, N., Mindess, S. and Bentur, A. (1987), "Impact behaviour of concrete beams", Mater. Struct., 20(4), 293-302. https://doi.org/10.1007/BF02485926
  4. Banthia, N., Mindess, S., Bentur, A. and Pigeon, M. (1989), "Impact testing of concrete using a drop-weight impact machine", Exp. Mech., 29(1), 63-69. https://doi.org/10.1007/BF02327783
  5. Chopra, A.K. (1995), Dynamics of structures: theory and applications to earthquake engineering, Prentice Hall Englewood Cliffs, New Jersey.
  6. Eldin, N.N. and Senouci, A.B. (1993), "Rubber-tire particles as concrete aggregate", J. Mater. Civil. Eng., 5(4), 478-496. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:4(478)
  7. Ganjian, E., Khorami, M. and Maghsoudi, A.A. (2009), "Scrap-tyre-rubber replacement for aggregate and filler in concrete", Constr. Build. Mater., 23(5), 1828-1836. https://doi.org/10.1016/j.conbuildmat.2008.09.020
  8. Humphreys, K. and Mahasenan, M. (2002), "Toward a sustainable cement industry", Substudy 8: Climate Change.
  9. Jerome, D. and Ross, C. (1997), "Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic", Comput. Struct., 64(5-6), 1129-1153. https://doi.org/10.1016/S0045-7949(97)00022-9
  10. Li, G., Stubblefield, M.A., Garrick, G., Eggers, J., Abadie, C. and Huang, B. (2004), "Development of waste tire modified concrete", Cement. Concrete. Res., 34(12), 2283-2289. https://doi.org/10.1016/j.cemconres.2004.04.013
  11. Li, Z., Li, F. and Li, J. (1998), "Properties of concrete incorporating rubber tyre particles", Mag. Concrete. Res., 50(4), 297-304. https://doi.org/10.1680/macr.1998.50.4.297
  12. Siddique, R. and Naik, T.R. (2004), "Properties of concrete containing scrap-tire rubber-an overview", Waste. Manage., 24(6), 563-569. https://doi.org/10.1016/j.wasman.2004.01.006
  13. Son, K.S., Hajirasouliha, I. and Pilakoutas, K. (2011), "Strength and deformability of waste tyre rubberfilled reinforced concrete columns", Constr. Build. Mater., 25(1), 218-226. https://doi.org/10.1016/j.conbuildmat.2010.06.035
  14. Sukontasukkul, P. and Chaikaew, C. (2006), "Properties of concrete pedestrian block mixed with crumb rubber", Constr. Build. Mater., 20(7), 450-457. https://doi.org/10.1016/j.conbuildmat.2005.01.040
  15. Taha, M.M.R., El-Dieb, A., El-Wahab, M.A.A. and Abdel-Hameed, M. (2008), "Mechanical, fracture, and microstructural investigations of rubber concrete", J. Mater. Civil Eng., 20(10), 640-649. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:10(640)
  16. Terro, M.J., El-Hawary, M.M. and Hamoush, S.A. (2005), "Inelastic analysis of concrete beams strengthened with various fiber reinforced polymer (FRP) systems", Comput. Concrete, 2(3), 177-188. https://doi.org/10.12989/cac.2005.2.3.177
  17. Topcu, I. and Avcular, N. (1997), "Collision behaviours of rubberized concrete", Cement Concrete Res., 27(12), 1893-1898. https://doi.org/10.1016/S0008-8846(97)00204-4
  18. Topcu, I.B. (1995), "The properties of rubberized concretes", Cement. Concrete. Res., 25(2), 304-310. https://doi.org/10.1016/0008-8846(95)00014-3
  19. Tortum, A., Çelik, C. and Cüneyt Aydin, A. (2005), "Determination of the optimum conditions for tire rubber in asphalt concrete", Build. Environ., 40(11), 1492-1504. https://doi.org/10.1016/j.buildenv.2004.11.013
  20. Yang, T. (1986), Finite element structural analysis, Prentice-Hall.

피인용 문헌

  1. Experimental investigation on durability performance of rubberized concrete vol.2, pp.3, 2014, https://doi.org/10.12989/acc.2014.2.3.193
  2. Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load: experiment and simulation vol.59, 2013, https://doi.org/10.1016/j.jclepro.2013.04.026
  3. Effect of rubber particles on the flexural behaviour of reinforced crumbed rubber concrete beams vol.154, 2017, https://doi.org/10.1016/j.conbuildmat.2017.07.220
  4. Behaviour of similar strength crumbed rubber concrete (CRC) mixes with different mix proportions vol.137, 2017, https://doi.org/10.1016/j.conbuildmat.2017.01.125
  5. Flexural Performance of Hybrid-Rubberized Composite Slabs Using Finite Element Method vol.984-985, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.984-985.167
  6. Guided wave analysis of air-coupled impact-echo in concrete slab investigation on the use of waste tyre crumb rubber in concrete paving blocks vol.20, pp.3, 2013, https://doi.org/10.12989/cac.2017.20.3.311
  7. Flexural shear behaviour of reinforced Crumbed Rubber Concrete beam vol.166, pp.None, 2013, https://doi.org/10.1016/j.conbuildmat.2018.01.150
  8. Impact Response of Novel Fibre-Reinforced Grouted Aggregate Rubberized Concrete vol.44, pp.10, 2019, https://doi.org/10.1007/s13369-019-03819-5
  9. Nano Silica and Metakaolin Effects on the Behavior of Concrete Containing Rubber Crumbs vol.1, pp.3, 2013, https://doi.org/10.3390/civileng1030017
  10. Bond behavior of FRP bars in CR concrete vol.28, pp.2, 2021, https://doi.org/10.12989/cac.2021.28.2.107
  11. Bond behavior of FRP bars in CR concrete vol.28, pp.2, 2021, https://doi.org/10.12989/cac.2021.28.2.107