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Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge

  • Received : 2015.12.19
  • Accepted : 20160230
  • Published : 2016.04.25
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Abstract

This study is intended to propose a precast bridge deck system, which has ribbed loop joints between the decks and lacks internal tendons to improve the workability of existing precast deck system. A composite bridge deck specimen was fabricated using the proposed precast deck system, and static and fatigue load tests were conducted to evaluate the structural behavior and the crack pattern of the deck. Leakage test of the deck joints was also conducted and finite element analysis was carried out to compare with the test results.

Keywords

References

  1. ABAQUS (2009), Abaqus Analysis User's Manual Version 6., 9, Dassault Systems Simulia Corp.
  2. AASHTO (2008), LRFD Bridge Design Specification. 4th Ed., American Association of State Highway and Transportation Officials. Washington D.C., USA.
  3. Chang, S.P., Kang, S.G. and Shim, C.S. (1997), "A study on the design of shear connector of continuous composite bridge", J. Korean Soc. Steel Constr., 9(3), 351-362.
  4. Chung, C.H., Lee, H.J., Hyun, B.H., Kim, J.S. and Park, K.M. (2004), Evaluation and experiment of prefabricated PC manhole joint, Research Report, Toam Industry Co., Ltd.
  5. Chung, C.H., Shim, C.S., Kim, Y.J. and Jang, S.W. (1999), "Static and fatigue tests on composite bridge using precast concrete deck", J. Korean Soc. Civil Engineers, 34(5), 791-800.
  6. DAEWOO Corporation E&C (1998), Application and development of precast concrete bridge deck.
  7. DIN 1045 (2001), Plain, reinforced and prestressed concrete structures.
  8. Hognestad, E. (1951), "A study of combined bending and axial load in reinforced concrete members", Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, III.
  9. Issa, M.A., Idriss, A.T., Khayyat, S.Y. and Kaspar, I.I. (1995), "Full depth precast, prestressed concrete bridge decks panels", PCI journal, 39(1), 59-80.
  10. Issa, M.A., Issa, M.A., Idriss, A.T., Khayyat, S.Y., Yousif, A.A. and Kaspar, I.I. (1995), "Field performance of full depth precast concrete panels in bridge deck reconstruction", PCI journal, 40(3), 82-108.
  11. Joo, S.H., Chung, C.H. and Bae, J.H. (2014), "Strength evaluation on sectional members of prefabricated precast concrete arch with reinforced joint", J. Korean Soc. Civil Engineers, 34(5), 1363-1372. https://doi.org/10.12652/Ksce.2014.34.5.1363
  12. Kaushik, H.B., Rai, D.C. and Jain, S.K. (2007), "Stress-strain characteristics of clay brick masonry under uniaxial compression", J. Mater. Civil Eng., 19(9), 728-739. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:9(728)
  13. Kim, I.G., Kim, Y.J., Kim, S.W. and Jang, S.K. (2007), "Rapid and mechanized construction of bridge deck with precast concrete deck system used longitudinal tendon", J. Korea Concrete Inst., 19(3), 50-54.
  14. Kim, Y.J., Chung, C.H. and Park, C.L. (1997), "Application of precast concrete bridge decks for rapid construction", J. Korea Concrete Inst., 9(1), 68-75.
  15. Kim, Y.J., Chung, C.H. and Shim, C.S. (1998), "A study on bond properties of joint grouting materials for precast concrete bridge decks", J. Korea Concrete Inst., 10(1), 153-160.
  16. Kim, Y.J., Chung, C.H. and Shim, C.S. (2004), "New technology for durable concrete bridge decks", J. Korea Concrete Inst., 16(2), 10-16. https://doi.org/10.4334/JKCI.2004.16.1.010
  17. Korean Geotechnical Society (2009), Structure Foundation Design.
  18. Ryu, H.K., Kim, Y.J. and Chang, S.P. (2007), "Experimental study on static and fatigue strength of loop joints", Eng. Struct., 29(2),145-162. https://doi.org/10.1016/j.engstruct.2006.04.014
  19. Shim, C.S., Choi, K.Y. and Chang, S.P. (2001), "Design of transverse joints in composite bridges with precast decks", J. Korean Soc. Civil Engineers, 5(1), 17-27.
  20. Shim, C.S., Lee, P.G., Jang, S.W. and Chang, S.P. (1999), "The Static and fatigue behavior of composite steel-concrete beam with precast concrete decks", J. Korean Soc. Civil Engineers, 19(3), 417-425.
  21. Shin, D.H., Park, S.J., Oh, H.C., Kim, I.G. and Kim, Y.J. (2015), "Evaluation on flexural performance of precast bridge decks with ribbed connection", J. Korea Inst. Struct. Maint. Inspection, 19(3), 1-9.
  22. Song, N.Y., Chung, C.H. and Kim, Y.J. (2009), "Nonlinear analysis of CFT truss girder with The arch-shaped lower chord", J. Korean Soc. Civil Engineers, 29(6), 625-639.
  23. Youn, S.K., Shim, C.S., Chung, C.H. and Chang, S.P. (1998), "Determination method for longitudinal prestressing force in precast bridge deck", J. Korean Soc. Civil Engineers, 18(6), 799-810.

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