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Performance of rubberized concrete-filled hollow steel column under monotonic and cyclic loadings

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Concrete-filled hollow steel (CFHS) has become more popular due to its advantages and benefits compared to reinforced concrete. This paper presents the experimental investigation on the performance of rubberized pozzolanic concrete-filled hollow steel column (RuPCFHS) under monotonic and cyclic lateral load in comparison to bare hollow steel column and normal concrete-filled hollow steel column (NCFHS). The test parameters included the type of concrete infill and the level of axial load. Modified rubberized pozzolanic concrete with comparable compressive strength to that of normal concrete was used. Two types of axial load conditions: no axial load and 20% axial load were considered in the testing. The test results indicate that the performance of the columns improved when concrete infill was introduced in the hollow steel. The application of axial loading also increased the capacity of the column specimens. RuPCFHS behaved with comparable performance with NCFHS in both monotonic and cyclic testing. RuPCFHS recorded the highest increment in the energy dissipation capability when 20% axial load was applied to the column when compared to the other specimens. The comparable performance indicated the possibility of RuPC as an infill material of CFHS and RuPCFHS as a structural component.
Rocznik
Strony
519--538
Opis fizyczny
Bibliogr. 16 poz., il., tab.
Twórcy
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • Institute of Noise and Vibration, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • Faculty of Civil Engineering Technology, Universiti Malaysia, Gambang, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
Bibliografia
  • [1] R. Abendeh, H.S. Ahmad, Y.M. Hunaiti, “Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubber”, Journal of Constructional Steel Research, 2016, vol. 122, pp. 251-260, DOI: 10.1016/j.jcsr.2016.03.022.
  • [2] G.D. Hatzigeorgiou, D.E. Beskos, “Minimum cost design of fibre-reinforced concrete-filled steel tubular columns”, Journal of Constructional Steel Research, 2005, vol. 61, no. 2, pp. 167-182, DOI: 10.1016/j.jcsr.2004.06.003.
  • [3] P. Li, T. Zhang, C. Wang, “Behavior of Concrete-Filled Steel Tube Columns Subjected to Axial Compression”, Advances in Materials Science and Engineering, 2018, vol. 2018, pp. 1-15, DOI: 10.1155/2018/4059675.
  • [4] A. Elremaily, A. Azizinamini, “Behavior and strength of circular concrete-filled tube columns”, Journal of Constructional Steel Research, 2002, vol. 58, no. 12, pp. 1567-1591, DOI: 10.1016/S0143-974X(02)00005-6.
  • [5] L.H. Han, Y.F. Yang, Z. Tao, “Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading”, Thin-Walled Structures, 2003, vol. 41, no. 9, pp. 801-833, DOI: 10.1016/S0263-8231(03)00030-2.
  • [6] H. Yuan, J. Dang, T. Aoki, “Behavior of partially concrete- filled steel tube bridge piers under bidirectional seismic excitations”, Journal of Constructional Steel Research, 2014, vol. 93, pp. 44-54, DOI: 10.1016/j.jcsr.2013.10.022.
  • [7] J. Xue, M. Shinozuka, “Rubberized concrete: A green structural material with enhanced energydissipation capability”, Construction and Building Materials, 2013, vol. 42, pp. 196-204, DOI: 10.1016/j.conbuildmat.2013.01.005.
  • [8] M.Z. Siti Nurul Nureda, A.K. Mariyana, M. Iqbal Khiyon, M.S. Abdul Rahman, Z. Nurizaty, “Investigation on dynamic performance of concrete column crumb rubber steel and fiber concrete”, IOP Conference Series: Materials Science and Engineering, 2017, vol. 271, no. 1, pp. 1-8, 10.1088/1757-899X/271/1/012082.
  • [9] A.P.C. Duarte, B.A. Silva, N. Silvestre, J. de Brito, E. Júlio, J.M. Castro, “Experimental study on short rubberized concrete-filled steel tubes under cyclic loading”, Composite Structures, 2016, vol. 136, pp. 394-404, DOI: 10.1016/j.compstruct.2015.10.015.
  • [10] A. Silva, Y. Jiang, J.M. Castro, N. Silvestre, R. Monteiro, “Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes”, Journal of Constructional Steel Research, 2017, vol. 139, pp. 385-396, DOI: 10.1016/j.jcsr.2017.09.006.
  • [11] M. Dong, M. Elchalakani, A. Karrech, M.F. Hassanein, T. Xie, B.Yang, “Behaviour and design of rubberised concrete filled steel tubes under combined loading conditions”, Thin-Walled Structures, 2019, vol. 139, pp. 24-38, DOI: 10.1016/j.tws.2019.02.031.
  • [12] A.M. Najmi, A.K. Mariyana, P.N. Shek, Z. Nurizaty, “Hardened properties of concrete with different proportion of crumb rubber and fly ash”, IOP Conference Series: Materials Science and Engineering, 2020, vol. 849, DOI: 10.1088/1757-899X/849/1/012038.
  • [13] A.M. Najmi, et al., “Effect of Water-Cement Ratio on Mechanical Properties of Rubberized Fly Ash Concrete”, IOP Conference Series: Materials Science and Engineering, 2021, vol. 1144, DOI: 10.1088/1757-899X/1144/1/012017.
  • [14] D.C. Teychenné, R.E. Franklin, H.C. Erntroy, Design of Normal Concrete Mixes, Second Edition. United Kingdom: BUILDING RESEARCH ESTABLISHMENT, 1997.
  • [15] I.M. Nikbin, et al., “A comprehensive investigation into the effect of water to cement ratio and powder content on mechanical properties of self-compacting concrete”, Construction and Building Materials, 2014, vol. 57, pp. 69-80, DOI: 10.1016/j.conbuildmat.2014.01.098.
  • [16] Applied Technology Council, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components (FEMA 461), no. June. Redwood City: Federal Emergency Management Agency (FEMA), 2007, p. 138.
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-e30d2133-88cb-4cd5-a426-2be3b000cedd
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