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Behavior of RC columns strengthened with steel jacket under static axial load

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The column is one of the most significant structural elements, which is designed to support mainly the compressive load. Strengthening of existing reinforced concrete columns is required to enhance ductility and increase load capacity to sustain the overload as sometimes there may be a change in use. Ten rectangular concrete columns were constructed and tested. H/b ratio was kept constant and equals 6 for all columns. The aim of this work is to study the behaviour and efficiency of RC columns strengthened with steel jackets subjected to axial load. An experimental study of the behaviour of ten strengthened concrete columns with slenderness ratio (H/b) equals 6 was carried out. Variables such as aspect ratio (t/b), the volume of steel batten plates, and spacing of steel batten plates at centres (S) were considered. The results showed that using this method of strengthening is very effective and an increase in the axial load capacity of the strengthened columns is obtained.
Rocznik
Strony
367--379
Opis fizyczny
Bibliogr. 16 poz., il., tab.
Twórcy
  • Assiut University, Faculty of Engineering, Civil Engineering Department, Assiut, Egypt
  • Assiut University, Faculty of Engineering, Civil Engineering Department, Assiut, Egypt
autor
  • Al-Azhar University, Faculty of Engineering-Qena, Civil Engineering Department, Egypt
autor
  • Al-Azhar University, Faculty of Engineering-Qena, Civil Engineering Department, Egypt
  • Al-Azhar University, Faculty of Engineering-Qena, Civil Engineering Department, Egypt
autor
  • Al-Azhar University, Faculty of Engineering-Qena, Civil Engineering Department, Egypt
Bibliografia
  • [1] A.M. Tarabia and H.F. Albakry, “Strengthening of RC columns by steel angles”, Alexandria Engineering Journal, vol. 53, no. 3, pp. 615-626, 2014, doi: 10.1016/j.aej.2014.04.005.
  • [2] M. Abd-Elhamed and H.A. Ezz-Eldeen, “Retrofitting and strengthening of damaged reinforced concrete columns using steel angels wrapped with steel wire mesh”, International Journal of Modern Engineering Research (IJMER), vol. 4, no. 12, 2014.
  • [3] A.G. Ali, A.H. Khalil, and A. Beih, “Behavior of steel jacketed reinforced concrete column under eccentric forces”, Al-Azhar University Civil Engineering Research Magazine, vol. 40, no. 4, pp. 108-116, 2018.
  • [4] M.R. Badr, “Experimental behavior of reinforced concrete columns strengthened by steel jacke”, Housing and Building National Research Center Journal, vol. 2, no. 2, pp. 51-60, 2006.
  • [5] E. Hesham Ali, “Strengthened of some concrete elements behavior”, Ph.D. thesis, Al-Azhar University, 2011.
  • [6] B. Khair, “Retrofitting of square reinforced concrete columns subjected to concentric axial loading with steel jackets”, presented at The Third Engineering Consultant Work Conference, Palestine, 2009.
  • [7] B.R. Kavya, H.S. Sureshchandra, S.J. Prashantha, and A.S. Shrikanth, “Prediction of mechanical properties of steel fiber-reinforced concrete using CNN”, Jordan Journal of Civil Engineering, vol. 16, no. 2, pp. 284-293, 2022.
  • [8] A.M. Khairedin, Z. Al-Rousan Rajai, A.A. Mohammad, and L.D. Nikos, “Modeling and analysis of optimized rectangular RC columns confined with CFRP composites”, Jordan Journal of Civil Engineering, vol. 13, no. 2, pp. 325-334, 2019.
  • [9] A.S. Maysa, R. Raizal, and E.Z. Mohamed, “Numerical investigation of CFRP-strengthened circular concrete columns under transverse impact loading”, Jordan Journal of Civil Engineering, vol. 16, no. 2, pp. 307-319, 2022.
  • [10] B.M.F. Abd El-hamid, “Behavior of reinforced concrete columns strengthened by steel jacket”, M.Sc. thesis, Cairo University, 2014.
  • [11] N.M. Hossein and Y. Mehdi, “Repair of locally corroded reinforced concrete columns by FRP sheets and steel jackets in corrosive environments”, Jordan Journal of Civil Engineering, vol. 16, no. 3, pp. 483-496, 2022.
  • [12] S.A. Al-Taan and A.A.J.S. Ahmad AlDoski, “Strength of steel fiber high-strength reinforced concrete columns under concentric and eccentric loads;, Jordan Journal of Civil Engineering, vol. 14, no. 2, pp. 210-224, 2020.
  • [13] M.E. Owida, M.K.M.K. Elsamny, M.K. Abd-Elhamed, and H.A. Ezz-Eldeen, “Effect of stirrups densification and rehabilitation on behavior of rectangular (Rc) columns”, Journal of Al-Azhar University Engineering Sector, vol. 14, no. 53, pp. 1373-1391, 2019, doi: 10.21608/auej.2019.64249.
  • [14] S.A. Alabi and J. Mahachi, “Predictive models for evaluation of compressive and split tensile strengths of recycled aggregate concrete containing lathe waste steel fiber”, Jordan Journal of Civil Engineering, vol. 14, no. 4, pp. 598-607, 2020.
  • [15] M. Juszczyk, “Analysis of labour efficiency supported by the ensembles of neural networks on the example of steel reinforcement works”, Archives of Civil Engineering, vol. 66, no. 1, pp. 97-111, 2020, doi: 10.24425/ace.2020.131777.
  • [16] S.A. Kristiawan, A. Supriyadi, and H.A. Saifullah, “Shear recovery of patched reinforced concrete beams with web reinforcements”, Archives of Civil Engineering, vol. 68, no. 2, pp. 185-196, 2022, doi: 10.24425/ace.2022.140636.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ba6d2371-8f5c-4f88-b394-14e410e80abb
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