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Structural performance of rectangular section confined by squared spirals with no longitudinal bars influencing the confinement

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Structural performance of rectangular concrete section confined by squared spirals was investigated. Through the uni-axial compression test using concrete prisms with squared spirals and without longitudinal bars, the enhancement of strength and deformation capacity of rectangular concrete section was scrutinized. By the experimental observations on the properties of lateral expansion of concrete prism, a moment of reaching the axial peak stress in section was predicted in a good accuracy. Qualitative relationships between the structural performance (the enhancement of strength and deformation capacity) of concrete prism and confinement efficiency were studied. Also, for the effective use of normal- and high-strength lateral reinforcement, a design implication using the qualitative relationship of the tensile stress in lateral reinforcement at failure of concrete prism with parameters was proposed.
Rocznik
Strony
795--804
Opis fizyczny
Bibliogr. 18 poz., rys., tab., wykr.
Twórcy
autor
  • Research & Development Institute, Lotte Engineering & Construction, South Korea
autor
  • Research Institute, ACEONE TECH, South Korea
autor
  • Department of Architectural Engineering, Kongju National University, South Korea
autor
  • Rare Isotope Science Project Support Team, Ministry of Science, ICT and Future Planning, South Korea
autor
  • Department of Architectural Engineering, Kongju National University, South Korea
Bibliografia
  • [1] J.B. Mander, M.J.N. Priestley, R. Park, Theoretical stress–strain model for confined concrete, Journal of Structural Engineering 114 (8) (1998) 1804–1825.
  • [2] S. Popovics, A numerical approach to the complete stress– strain curve of concrete, Cement and Concrete Research 3 (5) (1973) 553–599.
  • [3] K.M. El-Dash, S.H. Ahmad, A model for the stress–strain relationship of rectangular confined normal and high strength concrete columns, Material and Structures 27 (1994) 572–579.
  • [4] M. Sargin, S.K. Ghosh, U.K. Handa, Effects of lateral reinforcement upon the strength and deformation properties of concrete, Magazine of Concrete Research 28 (75–76) (1971) 167.
  • [5] D. Cusson, P. Paultre, High-strength concrete columns confined by rectangular ties, Journal of Structural Engineering 120 (3) (1994) 783–804.
  • [6] A. Fafitis, S.P. Shah, Lateral reinforcement for high-strength concrete columns, ACI Special Publications SP(87-12) (1985) 213–232.
  • [7] S.R. Razvi, M. Saatcioglu, Confinement model for high-strength concrete, Journal of Structural Engineering 125 (3) (1999) 281–289.
  • [8] T. Nagashima, S. Sugano, H. Kimura, A. Ichikawa, Monotonic axial compression test on ultra-high-strength concrete tied columns, in: Proceedings of 10th World Conference on Earthquake Engineering, Balkema, Rotterdam, The Netherlands, (1992) 2983–2988.
  • [9] L. Bing, R. Park, H. Tanaka, Stress–strain behavior of high-strength concrete confined by ultra-high- and normal- strength transverse reinforcements, ACI Structural Journal 98 (3) (2001) 395–406.
  • [10] M. Suzuki, M. Akiyama, K. Hong, I.D. Cameron, W.L. Wang, Stress–strain model of high-strength concrete confined by rectangular ties, in: Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, No. 3330, 2004.
  • [11] Y. Kim, S. Kim, J. Lee, J. Lee, H. Kim, K. Kim, Prediction of stress–strain behavior of spirally confined concrete considering lateral expansion, Construction and Building Materials 102 (1) (2016) 743–761.
  • [12] T. Paulay, M.J.N. Priestley, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons Inc., New York, 1992, pp. 98–106.
  • [13] R.E. Englekirk, Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley & Sons Inc., New Jersey, 2003, pp. 54–59.
  • [14] S.A. Sheikh, S.M. Uzumeri, Strength and ductility of tied concrete columns, Journal of Structural Engineering 106 (5) (1980) 1079–1102.
  • [15] M. Saatcioglu, S.R. Razvi, High-strength concrete columns with square sections under concentric compression, Journal of Structural Engineering 124 (12) (1998) 1438–1447.
  • [16] M. Saatcioglu, S.R. Razvi, Strength and ductility of confined concrete, Journal of Structural Engineering 118 (6) (1992) 1590–1607.
  • [17] S.R. Razvi, M. Saatcioglu, Tests of High-Strength Concrete Columns under Concentric Loading, Ottawa Carlton Earthquake Engineering Research Centre (No. OCEERC 96- 03), Ottawa, Canada, 1996. p. 147.
  • [18] M. Nishiyama, I. Fukushima, F. Watanabe, H. Muguruma, Axial loading tests on high-strength concrete prisms confined by ordinary and high-strength steel, in: Proceedings of Symposium on High-Strength Concrete, Lillehammer, Norway, (1993) 322–329.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5221abb4-c3ec-4a72-8c2d-9cf7d3c27896
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