Steel and Composite Structures

  • 제15권5호
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  • Pages.567-583
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  • 2013
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Effects of tendon damage on static and dynamic behavior of CFTA girder

  • Vu, Thuy Dung (Department of Civil and Environmental Engineering, Kunsan National University) ;
  • Lee, Sang Yoon (Structural Engineering & Bridge Research Division, Korea Institute of Construction Technology) ;
  • Chaudhary, Sandeep (Department of Civil Engineering, Malaviya National Institute of Technology Jaipur) ;
  • Kim, Dookie (Department of Civil and Environmental Engineering, Kunsan National University)
  • 투고 : 2011.06.27
  • 심사 : 2013.08.14
  • 발행 : 2013.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Experimental studies and finite element analyses have been carried out to establish the effect of tendon damage on the structural behavior of concrete filled tubular tied arch girder (CFTA girder). The damage of tendon is considered in different stages by varying the number of damaged cables in the tendon. Static and dynamic structural parameters are observed at each stage. The results obtained from the experiments and numerical studies have been compared to validate the studies. The tendons whose damage can significantly affect the stiffness of the CFTA girder are identified by performing the sensitivity analysis. The locations in the girder which are sensitive to the tendon damage are also identified.

키워드

참고문헌

  1. Chaudhary, S., Pendharkar, U. and Nagpal, A.K. (2009), "Control of creep and shrinkage effects in steel concrete composite bridges with precast decks", J. Bridge Eng., ASCE, 14(5), 336-345. https://doi.org/10.1061/(ASCE)1084-0702(2009)14:5(336)
  2. Gardner, N.J. and Jacobson, E.R. (1967), "Structural behavior of concrete filled steel tubes", ACI J., 64(7), 404-413.
  3. Ge, H.B. and Usami, T. (1992), "Strength of concrete-filled thin-walled steel box columns: Experiment", J. Struct. Eng. ASCE, 118(11), 3036-3054. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:11(3036)
  4. Ge, H.B. and Usami, T. (1994), "Strength analysis of concrete-filled thin-walled steel box columns", J. Const. Steel Res., 30(3), 259-281. https://doi.org/10.1016/0143-974X(94)90003-5
  5. Ge, H.B. and Usami, T. (1996), "Cyclic tests of concrete filled steel box columns", J. Struct. Eng. ASCE, 122(10), 1169-1177. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:10(1169)
  6. Han, L.H. (2000), Concrete Filled Steel Tubular Structures, Peking, Science Press.
  7. Han, L.H., Huang, H. and Zhao, X.L. (2009), "Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading", Thin-Walled Struct., 47(6-7), 668-680. https://doi.org/10.1016/j.tws.2008.11.008
  8. Han, L.H., Huang, H., Tao, Z. and Zhao, X.L. (2006), "Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending", Eng. Structs., 28(12), 1698-1714. https://doi.org/10.1016/j.engstruct.2006.03.004
  9. Knowles, R.B. and Park, R. (1969), "Strength of concrete filled steel tubular columns", J. Struct. Div. ASCE, 95(12), 2565-2587.
  10. Korea Institute of Construction Technology (KICT) (2010), A Development of New Type of Girder System Taking Advantage of the Efficiently Composite Structurizing of Structural Construction Materials, Construction & Transportation R&D Report, Ministry of Construction and Transportation.
  11. Lee, S.J. (2007), "Capacity and the moment-curvature relationship of high-strength concrete filled steel tube columns under eccentric loads", Steel Compos. Struct., Int. J., 7(2), 135-160. https://doi.org/10.12989/scs.2007.7.2.135
  12. Morcous, G., Hanna, K., Deng, Y. and Maher, T.K. (2010), "Concrete-filled steel tubular tied arch bridge system: Application to Columbus viaduct", J. Bridge Eng. ASCE, 17(1)107-116.
  13. Sakino, K., Nakahara, H., Morino, S. and Nishiyama, I. (2004), "Behavior of centrally loaded concrete-filled steel-tube short columns", J. Struct. Eng. ASCE, 130(2), 180-188. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(180)
  14. Shams, M. and Saadeghvaziri, M.A. (1999), "Nonlinear response of concrete-filled steel tubular columns under axial loading", ACI J., 96(6), 1009-1017.
  15. Susantha, K.A.S., Ge, H.B. and Usami, T. (2001), "Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes", Eng. Struct., 23(10), 1331-1347. https://doi.org/10.1016/S0141-0296(01)00020-7
  16. Trinh, T.T., Kim, J.H., Park, K.H. and Kong, J.S. (2008), "Dynamic behavior and reliability assessment of a CFTA girder subjected to truck collision", Int. J. Steel Struct., 8(4), 315-324.
  17. Xiao, Y., He, W. and Choi, K.K. (2005), "Confined concrete-filled tubular columns", J. Struct. Eng. ASCE, 131(3), 488-497. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:3(488)
  18. Xiao, Y., He, W. and Choi, K.K. (2010), "Analytical model of circular CFRP confined concrete-filled steel tubular columns under axial compression", J. Comp. Construct., 14(1), 125-133. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000056
  19. Yang, Y.F., Han, L.H. and Zhu, L.T. (2009), "Experimental performance of recycled aggregate concrete-filled circular steel tubular columns subjected to cyclic flexural loadings", Adv. Struct. Eng., 12(2), 183-194. https://doi.org/10.1260/136943309788251605

피인용 문헌

  1. Structural performance of composite double beam system vol.19, pp.2, 2016, https://doi.org/10.1177/1369433215624599