Steel and Composite Structures

  • 제28권1호
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  • Pages.51-61
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Stress analysis of a new steel-concrete composite I-girder

  • Wang, Yamin (School of Civil Engineering and Architecture, Southwest Petroleum University) ;
  • Shao, Yongbo (School of Civil Engineering and Architecture, Southwest Petroleum University)
  • 투고 : 2017.07.01
  • 심사 : 2018.04.17
  • 발행 : 2018.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

A new I-girder consisted of top concrete-filled tubular flange and corrugated web has been proved to have high resistance to both global buckling of the entire girder and local buckling of the web. This study carries out theoretical analysis and experimental tests for this new I-girder to investigate the stress distribution in the flanges and in the corrugated web. Based on some reasonable assumptions, theoretical equations for calculating the normal stress in the flanges and the shear stress in the corrugated web are presented. To verify the accuracy of the presented equations, experimental tests on two specimens were carried out, and the experimental results of stress distribution were used to assess the theoretical prediction. Comparison between the two results indicates that the presented theoretical equations have enough accuracy for calculating the stress in the new I-girder, and thus they can be used reliably in the design stage.

키워드

참고문헌

  1. Abbas, H.H., Sause, R. and Driver, R.G. (2006), "Behavior of corrugated web I-girders under in-plane loads", J. Eng. Mech., 132(8), 806-814. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:8(806)
  2. Abbas, H.H., Sause, R. and Driver, R.G. (2007a), "Analysis of flange transverse bending of corrugated web I-girders under inplane loads", J. Struct. Eng., 133(3), 347-355. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:3(347)
  3. Abbas, H.H., Sause, R. and Driver, R.G. (2007b), "Simplified analysis of flange transverse bending of corrugated web Igirders under in-plane moment and shear", Eng. Struct., 29(11), 2816-2824. https://doi.org/10.1016/j.engstruct.2007.01.006
  4. Anapayan, T., Mahendran, M. and Mahaarachchi, D. (2011), "Lateral distortional buckling tests of a new hollow flange channel beam", Thin-Wall. Struct., 49(1), 13-25. https://doi.org/10.1016/j.tws.2010.08.003
  5. Avery, P. and Mahendran, M. (1997), "Finite-element analysis of hollow flange beams with web stiffeners", J. Struct. Eng., 123(9), 1123-1129. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1123)
  6. Barakat, S., Mansouri, A.A. and Altoubat, S. (2015), "Shear strength of steel beams with trapezoidal corrugated webs using regression analysis", Steel Compos. Struct., Int. J., 18(3), 757-773. https://doi.org/10.12989/scs.2015.18.3.757
  7. Chen, X.C., Au, F.T.K., Bai, Z.Z., Li, Z.H. and Jiang, R.J. (2015), "Flexural ductility of reinforced and prestressed concrete sections with corrugated steel webs", Comput. Concrete, Int. J., 16(4), 625-642. https://doi.org/10.12989/cac.2015.16.4.625
  8. Elgaaly, M., Hamilton, R.W. and Seshadri, A. (1996), "Shear strength of beams with corrugated webs", J. Struct. Eng., 122(4), 390-398. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:4(390)
  9. Elgaaly, M., Seshadri, A. and Hamilton, R.W. (1997), "Bending strength of steel beams with corrugated webs", J. Struct. Eng., 123(6), 772-782. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:6(772)
  10. Gao, F., Zhu, H.P., Zhang, D.H. and Fang, T.S. (2014), "Experimental investigation on flexural behavior of concretefilled pentagonal flange beam under concentrated loading", Thin-Wall. Struct., 84, 214-225. https://doi.org/10.1016/j.tws.2014.06.008
  11. Hassanein, M.F. and Kharoob, O.F. (2010), "Shear strength and behavior of transversely stiffened tubular flange plate girders", Eng. Struct., 32, 2617-2630. https://doi.org/10.1016/j.engstruct.2010.04.034
  12. Hassanein, M.F. and Silvestre, N. (2013), "Lateral-distortional buckling of hollow tubular flange plate girders with slender unstiffened webs", Eng. Struct., 56, 572-584. https://doi.org/10.1016/j.engstruct.2013.05.028
  13. Hassanein, M.F., Kharoob, O.F. and El Hadidy, A.M. (2013), "Lateral-torsional buckling of hollow tubular flange plate girders with slender stiffened webs", Thin-Wall. Struct., 65, 49-61. https://doi.org/10.1016/j.tws.2013.01.006
  14. He, J., Liu, Y.Q., Xu, X.Q. and Li, L.B. (2014), "Load capacity evaluation of composite box girder with corrugated webs and steel tube slab", Struct. Eng. Mech., Int. J., 50(4), 501-524. https://doi.org/10.12989/sem.2014.50.4.501
  15. Kalali, H., Hajsadeghi, M., Zirakian, T. and Alaee, F.J. (2015), "Hysteretic performance of SPSPs with trapezoidally horizontal corrugated web-plates", Steel Compos. Struct., Int. J., 19(2), 277-292. https://doi.org/10.12989/scs.2015.19.2.277
  16. Kim, B.G. and Sause, R. (2008), "Lateral torsional buckling strength of tubular flange girders", J. Struct. Eng., 134(6), 902-910. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(902)
  17. Kim, B.G., Wimer, M.R. and Sause, R. (2005), "Concrete-filled rectangular tubular flange girders with flat or corrugated webs", Int. J. Steel Struct., 5, 337-348.
  18. Kovesdi, B., Jager, B. and Dunai, L. (2012), "Stress distribution in the flanges of girders with corrugated webs", J. Constr. Steel Res., 79, 204-215. https://doi.org/10.1016/j.jcsr.2012.07.023
  19. Mahendran, M. and Avery, P. (1997), "Buckling experiments on hollow flange beams with web stiffeners", J. Struct. Eng., 123(9), 1130-1134. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1130)
  20. Nie, J.G., Zhu, L., Tao, M.X. and Tang, L. (2013), "Shear strength of trapezoidal corrugated steel webs", J. Constr. Steel Res., 85, 105-115. https://doi.org/10.1016/j.jcsr.2013.02.012
  21. Pi, Y.L. and Trahair, N.S. (1997), "Lateral-distortional buckling of hollow flange beams", J. Struct. Eng., 123(6), 695-702. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:6(695)
  22. Sause, R. (2015), "Innovative steel bridge girders with tubular flanges", Struct. Infrastruct. Eng., 11(4), 450-465. https://doi.org/10.1080/15732479.2014.951866
  23. Sause, R. and Braxtan, T.N. (2011), "Shear strength of trapezoidal corrugated steel webs", J. Struct. Eng., 67, 223-236.
  24. Sause, R., Kim, B.G. and Wimer, M.R. (2008), "Experimental study of tubular flange girders", J. Struct. Eng., 134(3), 384-392. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(384)
  25. Shao, Y.B. and Wang, Y.M. (2016), "Experimental study on shear behavior of I-girder with concrete-filled tubular flange and corrugated web", Steel Compos. Struct., Int. J., 22(6), 1465-1486. https://doi.org/10.12989/scs.2016.22.6.1465
  26. Shao, Y.B. and Wang, Y.M. (2017), "Experimental study on static behavior of I-girder with concrete-filled rectangular flange and corrugated web under concentrate load at mid-span", Eng. Struct., 130, 124-141. https://doi.org/10.1016/j.engstruct.2016.10.002
  27. Zhao, X.L. and Mahendran, M. (1998), "Recent innovations in cold-formed tubular sections", J. Constr. Steel Res., 46(1-3), 472-473. https://doi.org/10.1016/S0143-974X(98)80093-X

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