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Anticipated and actual performance of composite girder with pre-stressed concrete beam and RCC top flange

  • Gurunaathan, K. (Anna University) ;
  • Johnson, S. Christian (Excel Engineering College) ;
  • Thirugnanam, G.S. (Department of Civil Engineering, Institute of Road and Transport Technology)
  • 투고 : 2016.03.26
  • 심사 : 2016.09.25
  • 발행 : 2017.01.10

초록

Load testing is one of the important tests to determine if the structural elements can be used at the intended locations for which they have been designed. It is nothing but gradually applying the loads and measuring the deflections and other parameters. It is usually carried out to determine the behaviour of the system under service/ultimate loads. It helps to identify the maximum load that the structural element can withstand without much deflection/deformation. It will also help find out which part of the element causes failure first. The load-deflection behaviour of the road bridge girder has been studied by carrying out the load test after simulating the field conditions to the extent possible. The actual vertical displacement of the beam at mid span due to the imposed load was compared with the theoretical deflection of the beam. Further, the recovery of deflection at mid span was also observed on removal of the test load. Finally, the beam was checked for any cracks to assert if the beam was capable of carrying the intended live loads and that it could be used with confidence.

키워드

참고문헌

  1. Abeles, P.W. (1966), Introduction to Pre-stressed Concrete Vol. II, Concrete Publications Ltd., London, England.
  2. Akshatha, S., Katta, V. and Babu Narayan, K.S. (2015), "Studies on load deflection behaviour of corroded RC beams", Indian Concrete Inst. J., July-September, 9-17.
  3. Alizadeh, E. and Dehestani, M. (2015), "Analysis of composite girders with hybrid GFRP hat shape section and concrete slab", Struct. Eng. Mech., 54(6), 1135-1152 https://doi.org/10.12989/sem.2015.54.6.1135
  4. Barrios, F. and Ziehl, P.H. (2012), "Cyclic load testing for integrity evaluation of pre-stressed concrete girders", Struct. J., 109(9), 615-624.
  5. Cai, C.S. and Shahawy, M. (2004), "Predicted and measured performance of pre-stressed concrete bridges", J. Bridge Eng., 9(1), 4-13. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:1(4)
  6. Dang, C.N., Murray, C.D., Floyd, R.W., Hale, W.M. and Marti-Vargas, J.R. (2014), "A correlation of strand surface quality to transfer length", Struct. J., 111(5), 1245-1252.
  7. Elabadry, M., Ghali, A. and Gayed, R. (2014), "Deflection control of pre-stressed box girder bridges", J. Bridge Eng., 19(5), 04013027. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000564
  8. IRC-SP 37 (2010), Guidelines for evaluation of load carrying capacity of bridges, Indian Roads Congress-Special Publication, New Delhi, India.
  9. IRC-SP 51 (1999), Guidelines for load testing of bridges, Indian Roads Congress-Special Publication, New Delhi, India.
  10. Kottari, A.K. and Benson Shing, P. (2014), "Estimation of long term pre-stress losses in post tensioned girders", Struct. J., 111(5), 1091-1100.
  11. Kumar, S., Dubey, D. and Kute, S. (2014), "An experimental investigation on the ultimate strength of epoxy repaired braced partial in filled RC frames", Int. J. Adv. Struct. Eng., 6, 49. https://doi.org/10.1007/s40091-014-0049-2
  12. Naser, A.F. and Wang, Z.L. (2012), "Experimental monitoring of the strengthening construction of a segmental box girder bridge and field testing of external pre-stressing tendons anchorage", Front. Struct. Civil Eng., 6(3), 308-320.
  13. Pape, T.M. and Melchers, R.E. (2011), "The effects of corrosion on 45 year old pre-stressed concrete bridge beams", Struct. Infrastr. Eng., 7(1-2), 101-108. https://doi.org/10.1080/15732471003588411
  14. Samaaneh, M.A., Sharif, A.M., Baluch, M.H. and Azad, A.K. (2016), "Numerical investigation of continuous composite girders strengthened with CFRP", Steel Compos. Struct., 21(6), 1307-1325. https://doi.org/10.12989/scs.2016.21.6.1307
  15. Xiao, Y., Li, L. and Yang, R. (2014), "Long term loading behaviour of a full scale glubam bridge model", J. Bridge Eng., 19(9), 04014027. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000600