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Optimum design of FRP box-girder bridges

  • Upadhyay, Akhil (Department of Civil Engineering, IIT Roorkee) ;
  • Kalyanaraman, V. (Department of Civil Engineering, IIT Madras)
  • Received : 2008.08.12
  • Accepted : 2010.02.22
  • Published : 2010.07.30

Abstract

Light weight superstructure is beneficial for bridges in remote areas and in emergency erection. In such weight sensitive applications, combination of fibre reinforced plastics (FRP) as material and box-girders as a structural system have great scope. This combination offers various options to tailor structure and its elements but this flexibility poses greater challenge in optimum design. In this paper a procedure is derived for a generalised optimum design of FRP box-girder bridges, using genetic algorithms (GA). The formulation of the optimum design problem in the form of objective function and constraints is presented. Size, configuration and topology optimization are done simultaneously. A few optimum design studies are carried out to check the performance of the developed procedure and to get trends in the optimum design which will be helpful to the new designers.

Keywords

References

  1. Adeli, H. and Cheng, N.T. (1993), "Integrated genetic algorithm for optimisation of space structures", J. Aerospace Eng., 6(4), 315-328. https://doi.org/10.1061/(ASCE)0893-1321(1993)6:4(315)
  2. ASCE-AASHTO Task Committee (1971), "Progress report on steel box-girder bridges", J. Struct. Div.-ASCE, 4, 1175-1186.
  3. Baburaj, V. and Kalyanaraman, V. (1993), "STIPSY - A program for stiffened plate synthesis", Comput. Struct., 48, 341-355. https://doi.org/10.1016/0045-7949(93)90426-E
  4. Burgueno, R. and Wu, J. (2006), "Membrane based forms for innovative FRP bridge systems through structural optimization", J. Compos. Constr.-ASCE, 10(5), 453-461. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:5(453)
  5. Bushnell, D. (1987), "PANDA2-Program for minimum weight design of stiffened composite locally buckled panels", Comput. Struct., 52, 1107-1118.
  6. Einde, L.V.D., Zhao, L. and Seible, F. (2003), "Use of FRP composites in civil structural applications", Constr. Buil. Mater., 17, 389-403. https://doi.org/10.1016/S0950-0618(03)00040-0
  7. Evans, H.R. and Taherian, A.R. (1977), "The prediction of shear lag effect in box-girders", Proc. Instn. Civil Engineers Part-2, 63, 169-634.
  8. Goldberg, D.E. (1989), Genetic Algorithms in Search, Optimization and Machine Learning, Addison - Wesley.
  9. Hajela, P. (1993), "Stochastic search in structural optimization: genetic algorithm and simulated annealing", Proceedings of Structural Optimization: Status and Promise AIAA, 611-636.
  10. Khalifa, M.A., Hodhod, O.A. and Mohammed, A.Z. (1996), "Analysis and design methodology for an FRP cable stayed pedestrian bridge", Compos. Part B-Eng., 27(3), 307-317. https://doi.org/10.1016/1359-8368(95)00016-X
  11. Keller, T. and Gurtler, H. (2006), "In-plane compression and shear performance of FRP bridge decks acting as top chord of bridge girders", Compos. Struct., 72(2), 151-162. https://doi.org/10.1016/j.compstruct.2004.11.004
  12. Keller, T. and Gurtler, H. (2005), "Composite action and adhesive bond between fiber-reinforced polymer bridge decks and main girders", J. Compos. Constr.-ASCE, 9(4), 360-368. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:4(360)
  13. Lee, J., Hollaway, L., Thorne, A. and Head, P. (1994), "Long-term static testing of an FRP prototype highway structure", Compos. Struct., 28, 441-448. https://doi.org/10.1016/0263-8223(94)90124-4
  14. Leonard, L. (1990), "Rebuilding the infrastructure with advanced composites", Adv. Compos., May-June, 43-47.
  15. Naresh, K. and Vijayakumar, N.B. (2006), "Design of a long single span mobile bridge for defence applications", Proceedings of National Conference on Advances in Bridge Engineering, Roorkee, March.
  16. Nystrom, H.E., Watkins, S.E., Nanni, A. and Murray, S. (2003), "Financial viability of fiber-reinforced polymer bridges", J. Manage. Eng., 19(1), 2-8. https://doi.org/10.1061/(ASCE)0742-597X(2003)19:1(2)
  17. Prakash, K., Chandrashekhara, K. and Nanni, A. (2004), "Structural performance of a FRP bridge deck", Constr. Buil. Mater., 18, 35-47. https://doi.org/10.1016/S0950-0618(03)00036-9
  18. Punch, W.F., Averill, R.C., Goodman, E.D., Lin, S.C. and Ding, Y. (1995), "Using genetic algorithms to design laminated composite structures", IEEE Exp., 10(1), 42-49. https://doi.org/10.1109/64.391958
  19. Rajeev, S. and Krishnamoorthy, C.S. (1992), "Discrete optimization of structures using genetic algorithms", J. Struct. Eng.-ASCE, 118, 1233-1249. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1233)
  20. Sargent, P.M., Ige, O.D. and Ball, N.R. (1995), "Design of laminated composite lay-ups using genetic algorithms", Eng. Comput., 11, 59-69. https://doi.org/10.1007/BF01312200
  21. Sotiorpoulos, S.N., Gangarao, H.V.S. and Mongi, A.N.K. (1994), "Theoretical and experimental evaluations of FRP components and systems", J. Struct. Eng.-ASCE, 120, 464-485. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:2(464)
  22. Stroud, W.J. and Agranoff, N. (1976), "Minimum mass design of filamentary composite panels under combined loads: Design procedure based on simplified buckling equations", NASA TN D - 8257.
  23. Upadhyay, A. (1997), "Optimum design of FRP box girder bridges", PhD thesis, Indian Institute of Technology Madras.
  24. Upadhyay, A. and Kalyanaraman, V. (2000), "Optimum design of fibre composite stiffened panels using genetic algorithms", Eng. Optimiz., 33, 201-220. https://doi.org/10.1080/03052150008940917
  25. Upadhyay, A. and Kalyanaraman, V. (2003), "Simplified analysis of FRP box girders", Compos. Struct., 59, 217-225. https://doi.org/10.1016/S0263-8223(02)00195-2
  26. Vanderplaats, G.N. and Weisshaar, T.A. (1989), "Optimum design of composite structures", Int. J. Numer. Meth. Eng., 27, 437-448. https://doi.org/10.1002/nme.1620270214
  27. Wight, R.G., Erki, M.A., Shyu, C.T., Tanovic, R. and Heffernan, P.J. (2006), "Development of FRP short span deployable bridge-experimental results", J. Bridge Eng.-ASCE, 11(4), 489-497. https://doi.org/10.1061/(ASCE)1084-0702(2006)11:4(489)
  28. Wright, N.R., Abdel-Samad, S.R. and Robinson, A.R. (1968), "BEF analogy for analysis of box-girder bridges" J. Struct. Div.-ASCE, 94, 1719-1743.
  29. Wu, H.C., Fu, G., Gibson, R.F., Yan, A., Warnemuende, K. and Anumandla, V. (2006), "Durability of FRP composite bridge deck materials under freeze thaw and low temperature conditions", J. Bridge Eng.-ASCE, 11(4), 443-451. https://doi.org/10.1061/(ASCE)1084-0702(2006)11:4(443)
  30. Zhang, X. (1993), "A study on the design and manufacture of GRP box-beams", Proceedings of the 9th International Conference on Composite Materials (ICCM/9), Madrid, July.

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