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Development of a computer aided program for slipforming operations incorporating maturity approach

  • Hossain, K.M.A. (Department of Civil Engineering, Ryerson University) ;
  • Anagnostopoulos, C. (Colt Engineering) ;
  • Lachemi, M. (Department of Civil Engineering, Ryerson University)
  • Received : 2006.01.20
  • Accepted : 2006.06.22
  • Published : 2006.04.01

Abstract

Slipforming is a construction method in which the forms move continuously during the placement of concrete. This paper presents the development of a computer aided program designated as "CADSLIPFORM" for slipforming operations. The program incorporates maturity methods for the prediction of initial setting times of slipform concrete layers using laboratory data (time-temperature histories and setting times of concrete mixtures at different temperatures) and generates slipform mock-up times. The performance of CADSLIPFORM is validated by comparing simulated mock-up times with those estimated in the field through conventional hard front by rod (R) method. Moreover, the program versatility is demonstrated by illustrating mock-up simulations for different cases with variable slipform parameters such as: number and thickness of concrete layers, concrete temperature (simulating variable setting times) and slipform speed. The program also incorporates the choice of Freiesleben Hansen & Pederson (FHP) and Carino & Tank (CT) maturity functions. CADSLIPFORM can assist user to develop reliable schedule of slipforming operation suitable for a specific project by optimizing various slipform parameters.

Keywords

References

  1. ACI Manual of Concrete Inspection (1992), Publication SP2, 8th edition, ACI, Detroit, Michigan
  2. Alexander, K.M. and Taplin, J.H. (1962), 'Concrete strength, cement hydration and the maturity rule', Aust. J. Appl. Sci., 13, 277-284
  3. Anagnostopoulos C. (2003), 'Application of the maturity method in slipforming operations', Masters Thesis, Dept. of Civil Engineering, Ryerson University, Toronto, Canada, 203 p
  4. ASTM C1074 (2001), 'Standard practice for estimating concrete strength by the maturity method', Annual book of ASTM Standards, Concrete and Aggregates, Vol. 04.02
  5. ASTM C403 (1999), 'Standard test method for time of setting of concrete mixtures by penetration resistance', ASTM Standards 2002, Section 4, Vol. 04.02
  6. Carino, N.J. and Lew, H.S. (2001), 'The maturity method: from theory to application', Building and Fire Research Laboratory National Institute of Standards and Technology, Gaithersburg, MD 20899-8911, USA, 1-19
  7. Carino, N.J. and Tank, R.C. (1992), 'Maturity functions for concretes made with various cements and admixtures', ACI Mater. J., 89(2), 188-196
  8. Elimov, R. (2003), 'The control of concrete quality during slipforming operations', PhD thesis, Department de Genie Civil, Universite de Sherbrooke, Canada, 166 p
  9. Fossa, K.T. (2001), 'Slipforming of vertical concrete structures: friction between concrete and slipform pane', Dr.ing thesis, Department of Structural Engineering, The Norwegian University of Science and Technology, N7491 Trondheim, Norway
  10. Freiesleben Hansen, P. and Pedersen, J. (1997), 'Maleinstrument til kontrol af betons haerdning', J. Nordic Concr. Federation, (1), 21-25
  11. Hossain K.M.A., Anagnostopoulos C. and Lachemi M. (2005), 'Maturity functions and their application to computerized slipforming operation', Research Report No. CRC-0501, Department of Civil Engineering, Ryerson University, Toronto, Canada, 74 p
  12. Kim, J.K., Han, S.H. and Lee, K.M. (2001), 'Estimation of compressive strength by a new apparent activation energy function', Cem. Concr. Res., 31, 217-225 https://doi.org/10.1016/S0008-8846(00)00481-6
  13. Kjellsen, K.O. and Detwiler, R.J. (1993), 'Later-age strength prediction by a modified maturity model', ACI Mater. J., 90(3), 220-227
  14. Malhotra, V.M. and Carino, N.J. (1991), Handbook on Nondestructive Testing of Concrete, CRC Press, ISBN 08493-2984-1, Canada, 101-146
  15. Neville, A.M. (1999), 'Specifying concrete for slipforming', Concrete International, American Concrete Institute, November, 61-63
  16. Pinto, R.C.A. and Hover, K.C. (1999), 'Application of maturity approach to setting times', ACI Mater. J., 96(6), 686-691
  17. Rastrup, E. (1954), 'Heat of hydration', Mag. Conc. Res., 6(17), 127-140
  18. Saul, A.G.A. (1951), 'Principles underlying the steam curing of concrete at atmospheric pressure', Mag. Concr. Res., 2(6), 127-140 https://doi.org/10.1680/macr.1951.2.6.127
  19. Schutter, G.D. (2004), 'Applicability of degree of hydration concept and maturity method for thermo-visco-elastic behaviour of early age concrete', Cem. Concr. Compos., 26, 437-443 https://doi.org/10.1016/S0958-9465(03)00067-2
  20. Shaw, P and Xu A. (1998), 'Assessment of the deterioration of concrete in NPP-causes, effects and investigative methods', NDTnet, 3(2) February
  21. Tank, R.C. and Carino, N.J. (1991), 'Rate constant functions for strength development of concrete', ACI Mater. J., 88(1), 74-83
  22. Topcu, Y. B. and Toprak, M.U. (2005), 'Fine aggregate and curing temperature effect on concrete maturity', Cem. Concr. Res., 35, 758-762 https://doi.org/10.1016/j.cemconres.2004.04.023
  23. Verbeck, G.J. and Helmuth, R.H. (1968), 'Structures and physical properties of cement paste', In. Proc. 5th International Congress on the Chemistry of Cement, Japan, 1-32
  24. Weaver, J. and Sadgrove, B.M. (1971), 'Striking times of formwork-tables of curing periods to achieve given strengths', Construction Industry Research and Information Association (CIRIA), Rep. 36, London