Enhancement of the Shear-flexural Strength of the Rubberized Concrete Prism Beam by External Reinforcement

Document Type : Research Note

Authors

1 Department of Civil Techniques, Institute of Technology/ Baghdad, Middle Technical University, Baghdad, Iraq

2 Al-Mussaib Technical Institute, Al-Furat Al-Awsat Technical University, Babylon, Iraq

Abstract

It has become necessary to use damaged tires from various vehicles to produce rubberized concrete structures as a good solution to treat environmental pollution and reduce the total cost of construction. In general, concrete structures, for many reasons, may need to be strengthened. Recently, fiber-reinforced polymer (FRP) sheets have been used to reinforce existing concrete structural elements that were deficient. FRP is an effective solution and is moderately common for strengthening and improving the properties of the structural element. Firstly, concrete mixes were poured with replaced sand, with the percentages varying from 0, 10, 20, and 30%. Thus, some mechanical properties in terms of the workability of concrete, compressive strength, tensile strength, and density of recycled concrete were studied using rubber from tires as an alternative to fine aggregate. Secondly, concrete prisms were poured with different proportions of rubber instead of sand. Twelve rubberized concrete prisms measure 100 mm x 100 mm x 600 mm. Then, the effect of fiber reinforced polymer with different forms on concrete prisms was investigated. The results revealed a decrease in the workability, density, and compressive strength of the rubber concrete samples with an increase in the proportions of replaced sand with rubber content. It is also observed that FRP improves the strength, stiffness, and ductility of all concrete prism beams with a different ratio of recycled rubber. In addition, the test results clearly show that the strengthening by width sheets of FPR behaved more favorably than the thin sheets having the same cross-section.

Keywords

Main Subjects


  1. Segre, N. and Joekes, I., "Use of tire rubber particles as addition to cement paste", Cement Concrete Research, Vol. 30, No. 9, (2000), 1421-1425, doi: 10.1016/S0008-8846(00)00373-2.
  2. Antony, S.J.S., "A study on crumb rubber: Opportunities for development of sustainable concrete in the new millennium", Indian Journal of Applied Research, Vol. 5, No. 8, (2015), doi.
  3. Shahjalal, M., Islam, K., Rahman, J., Ahmed, K.S., Karim, M.R. and Billah, A.M., "Flexural response of fiber reinforced concrete beams with waste tires rubber and recycled aggregate", Journal of Cleaner Production, Vol. 278, (2021), 123842, doi: 10.1016/j.jclepro.2020.123842.
  4. Avcular, N., "Analysis of rubberized concrete as a composite material", Cement Concrete Research, Vol. 27, No. 8, (1997), 1135-1139, doi: 10.1016/S0008-8846(97)00115-4.
  5. Batayneh, M.K., Marie, I. and Asi, I., "Promoting the use of crumb rubber concrete in developing countries", Waste Management, Vol. 28, No. 11, (2008), 2171-2176, doi: 10.1016/j.wasman.2007.09.035.
  6. Zheng, L., Huo, X.S. and Yuan, Y., "Experimental investigation on dynamic properties of rubberized concrete", Construction Building Materials, Vol. 22, No. 5, (2008), 939-947, doi: 10.1016/j.conbuildmat.2007.03.005.
  7. Hassanli, R., Youssf, O. and Mills, J.E., "Experimental investigations of reinforced rubberized concrete structural members", Journal of Building Engineering, Vol. 10, (2017), 149-165, doi: 10.1016/j.jobe.2017.03.006.
  8. Mikami, C., Wu, H.-C. and Elarbi, A., "Effect of hot temperature on pull-off strength of frp bonded concrete", Construction Building Materials, Vol. 91, (2015), 180-186, doi: 10.1016/j.conbuildmat.2015.05.013.
  9. Ali, N., Samad, A.A.A., Mohamad, N. and Jayaprakash, J., "Shear behaviour of pre-cracked continuous beam repaired using externally bonded cfrp strips", Procedia Engineering, Vol. 53, (2013), 129-144, doi: 10.1016/j.proeng.2013.02.019.
  10. De Domenico, D., Fuschi, P., Pardo, S. and Pisano, A., "Strengthening of steel-reinforced concrete structural elements by externally bonded frp sheets and evaluation of their load carrying capacity", Composite Structures, Vol. 118, (2014), 377-384, doi: 10.1016/j.compstruct.2014.07.040.
  11. Shahidan, S., Zuki, S.S.M. and Jamaluddin, N., "Damage grading system for severity assessment on concrete structure", Case Studies in Construction Materials, Vol. 5, (2016), 79-86, doi: 10.1016/j.cscm.2016.09.001.
  12. Ma, S., Bunnori, N.M. and Choong, K., "Behavior of reinforced concrete box beam strengthened with cfrp u-wrap strips under torsion", in MATEC Web of Conferences, EDP Sciences. Vol. 47, (2016), 02002.
  1. Choi, E., Cho, B.-S., Jeon, J.-S. and Yoon, S.-J., "Bond behavior of steel deformed bars embedded in concrete confined by FRP wire jackets", Construction Building Materials, Vol. 68, (2014), 716-725, doi: 10.1016/j.conbuildmat.2014.06.092.
  2. Batikha, M. and Alkam, F., "The effect of mechanical properties of masonry on the behavior of frp-strengthened masonry-infilled RC frame under cyclic load", Composite Structures, Vol. 134, (2015), 513-522, doi: 10.1016/j.compstruct.2015.08.105.
  3. Hadhood, A., Agamy, M.H., Abdelsalam, M.M., Mohamed, H.M. and El-Sayed, T.A., "Shear strengthening of hybrid externally-bonded mechanically-fastened concrete beams using short cfrp strips: Experiments and theoretical evaluation", Engineering Structures, Vol. 201, (2019), 109795, doi: 10.1016/j.engstruct.2019.109795.
  4. Jankowiak, I., "Case study of flexure and shear strengthening of rc beams by cfrp using fea", in AIP Conference Proceedings, AIP Publishing LLC. Vol. 1922, No. 1, (2018), 130004.
  5. Gao, J., Koopialipoor, M., Armaghani, D.J., Ghabussi, A., Baharom, S., Morasaei, A., Shariati, A., Khorami, M. and Zhou, J., "Evaluating the bond strength of frp in concrete samples using machine learning methods", Smart Structures Systems, An International Journal, Vol. 26, No. 4, (2020), 403-418, doi: 10.12989/sss.2020.26.4.403.
  6. Rabia, B., Daouadji, T.H. and Abderezak, R., "Effect of air bubbles in concrete on the mechanical behavior of rc beams strengthened in flexion by externally bonded frp plates under uniformly distributed loading", 1, Vol. 3, No. 1, (2021), 41, doi: 10.12989/cme.2021.3.1.041.
  7. Karayannis, C.G. and Golias, E., "Strengthening of deficient rc joints with diagonally placed external C-FRP ropes", Earthquakes Structures, Vol. 20, No. 1, (2021), 123-132, doi: 10.12989/eas.2021.20.1.123.
  8. Hassen, D.R., Samad, A.A.A. and Azeez, A.A., "Strengthening of prism beam by using nsm technique with roots planted in concrete", International Journal of Engineering Technology, Vol. 9, No. 5, (2017), 383, doi: 10.7763/IJET.2017.V9.1003
  9. Velmurugan, V., Kumar, D.D. and Thanikaikarasan, S., "Experimental evaluation of mechanical properties of natural fibre reinforced polymer composites", Materials Today: Proceedings, Vol. 33, (2020), 3383-3388, doi: 10.1016/j.matpr.2020.05.190.
  10. Mazlan, S.M.S.S., Abdullah, S.R., Shahidan, S. and Noor, S.R.M., "Failure behaviour of concrete prisms strengthened by various bond widths of carbon fibre reinforced polymer (CFRP)", in MATEC Web of Conferences, EDP Sciences. Vol. 103, (2017), 02015.
  11. Momin, A., Khadiranaikarb, R. and Zende, A., "Flexural strength and behavioral study of high-performance concrete beams using stress-block parameters", International Journal of Engineering, Transactions B: Applications, Vol. 34, No. 11, (2021) ,2557-2565. doi: 10.5829/ije.2021.34.11b.18.