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Shear recovery of patched reinforced concrete beams with web reinforcements

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Damage occurring on a reinforced concrete beam (e.g. spalling) can reduce beam’s capacity to withstand external loads. The damage becomes more critical if it is occurred in the shear span since it may lead to shear failure. Patching to the damage zone by suitable patch repair material could be the best option in restoring the shear capacity of the beam. This research investigates the shear recovery of patched reinforced concrete beams with web reinforcement. The patching material used is unsaturated polyester resin mortar. The shear recovery is assessed on the basis of the patched beam’s behavior under flexure-shear load in comparison with those of normal beams. The behavior observed include cracking failure mode, strains of the reinforcements, and load-deflection behavior. The results indicate that the UPR mortar is capable to restore the strength of the damage reinforced concrete beam. The characteristic of UPR mortar (low elastic modulus and high strength) can be the origin of the overall behavior of the patched reinforced concrete beams.
Rocznik
Strony
185--196
Opis fizyczny
Bibliogr. 22 poz., il., tab.
Twórcy
  • University of Sebelas Maret, Civil Engineering Department, SMARTCrete Research Group, Surakarta, Indonesia
  • University of Sebelas Maret, Civil Engineering Department, SMARTCrete Research Group, Surakarta, Indonesia
  • University of Sebelas Maret, Civil Engineering Department, SMARTCrete Research Group, Surakarta, Indonesia
Bibliografia
  • [1] ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19). Farmington Hills, MI 48331: American Concrete Institute, 2019.
  • [2] International Federation for Structural Concrete (fib), The fib Model Code for Concrete Structures 2010. Ernst & Sohn, 2013.
  • [3] SNI 03-2847, “Persyaratan Beton Struktural Untuk Bangunan Gedung”, Badan Standarisasi Nasional, 2019, no. 8, pp. 1-695.
  • [4] H.H. Alghazali, J.J. Myers, “Shear behavior of full-scale high volume fly ash-self consolidating concrete (HVFA-SCC) beams”, Construction and Building Materials, 2017, vol. 157, pp. 161-171, DOI: 10.1016/j.conbuildmat.2017.09.061.
  • [5] M. Słowik, “Shear Failure Mechanism in Concrete Beams”, Procedia Materials Science, 2014, vol. 3, pp. 1977-1982, DOI: 10.1016/j.mspro.2014.06.318.
  • [6] M.Z. Bin Jumaat, M.H. Kabir, M. Obaydullah, “Structural performance of reinforced concrete beams repairing from spalling”, European Journal of Scientific Research, 2010, vol. 45, no. 1, pp. 89-102.
  • [7] A.A. Bahraq, M.A. Al-Osta, S. Ahmad, M.M. Al-Zahrani, S.O. Al-Dulaijan, M.K. Rahman, “Experimental and Numerical Investigation of Shear Behavior of RC Beams Strengthened by Ultra-High Performance Concrete”, International Journal of Concrete Structures and Materials, 2019, vol. 13, no. 1, DOI: 10.1186/s40069-018-0330-z.
  • [8] M.A. Colalillo, S.A. Sheikh, “Seismic retrofit of shear-critical reinforced concrete beams using CFRP”, Construction and Building Materials, 2012, vol. 32, pp. 99-109, DOI: 10.1016/j.conbuildmat.2010.12.065.
  • [9] S. Kristiawan, A. Supriyadi, S. Sangadji, H.B. Wicaksono, “Shear failure of patched reinforced concrete beam without web reinforcements”, Key Engineering Materials, 2017, vol. 737, pp. 441-447, DOI: 10.4028/www.scientific.net/KEM.737.441.
  • [10] S.A. Kristiawan, H.A. Saifullah, A. Supriyadi, “Influence of Patching on the Shear Failure of Reinforced Concrete Beam without Stirrup”, Infrastructures, 2021, vol. 6, no. 7, DOI: 10.3390/infrastructures6070097.
  • [11] M. Jumaat, M.H. Kabir, M. Obaydullah, “A Review of the Repair of Reinforced Concrete Beams”, Journal of Applied Sciences Research, 2006, vol. 2, no. 6, pp. 317-326.
  • [12] V. Bhikshma, M. Koti Reddy, K. Sunitha, “Experimental study on rehabilitation of RC beams using epoxy resins”, Asian Journal of Civil Engineering, 2010, vol. 11, no. 4, pp. 533-542.
  • [13] S.K. Park, D.S. Yang, “Flexural behavior of reinforced concrete beams with cementitious repair materials”, Materials and Structures, 2005, vol. 38, pp. 329-334, DOI: 10.1007/BF02479298.
  • [14] B. Täljsten, K. Orosz, T. Blanksvärd, “Strengthening of concrete beams in shear with mineral based composites laboratory tests and theory”, in 3rd International Conference on FRP Composites in Civil Engineering (CICE 2006), 2006, pp. 609-612.
  • [15] L. Ombres, “Structural performances of reinforced concrete beams strengthened in shear with a cement based fiber composite material”, Composite Structures, 2015, vol. 122, pp. 316-329, DOI: 10.1016/j.compstruct.2014.11.059.
  • [16] A. Si Larbi, R. Contamine, E. Ferrier, P. Hamelin, “Shear strengthening of RC beams with textile reinforced concrete (TRC) plate”, Construction and Building Materials, 2010, vol. 24, no. 10, pp. 1928-1936, DOI: 10.1016/j.conbuildmat.2010.04.008.
  • [17] S. Rafeeqi, S. Lodi, Z. Wadalawala, “Behaviour of Reinforced Concrete Beams Strengthened in Shear”, Journal of Ferrocement, 2005, vol. 35, no. 1, pp. 479-489.
  • [18] W. Mansour, B.A. Tayeh, “Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems”, Advances in Civil Engineering, 2020, vol. 2020, DOI: 10.1155/2020/2139054.
  • [19] S.A. Kristiawan, A. Supriyadi, S. Sangadji, T. Anggraeni, M.M. Pattiwael, “Experimental investigation on the behaviour of patched reinforced concrete column under eccentric loading: a case of compression failure”, International Journal of Advanced Structural Engineering, 2019, vol. 11, pp. 31-43, DOI: 10.1007/s40091-019-0214-8.
  • [20] S. Kristiawan, A. Supriyadi, D.R. Pradana, M.R.N. Azhim, “Flexural behaviour of one-way patched reinforced concrete (RC) slab under concentrated load”, Asian Journal of Civil Engineering, 2018, vol. 19, no. 2, pp. 157-164, DOI: 10.1007/s42107-018-0014-7.
  • [21] S.A. Kristiawan, A. Supriyadi, U.S. Maret, “Two-way patched RC slabs under concentrated loads”, Magazine of Civil Engineering, 2020, vol. 94, no. 2, pp. 108-119, DOI: 10.18720/MCE.94.9.
  • [22] SNI 7656:2012, Tata cara pemilihan campuran untuk beton normal, beton berat dan beton massa. Badan Standarisasi Nasional, 2012.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-cf830e33-1909-402c-aa90-cd963e602435
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