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Modelling and numerical simulation of concrete structures subject to high temperatures

  • Received : 2013.11.11
  • Accepted : 2014.03.10
  • Published : 2014.03.25

Abstract

The paper deals with a model founded on the physical processes in concrete subject to high temperatures. The model is developed in the framework of continuum damage mechanics and the theory of porous media and is demonstrated on selected structures. The model comprises balance equations for heat transfer, mass transfer of water and vapour, for linear momentum and for reaction. The balance equations are completed by constitutive equations considering the special behaviour of concrete at high temperatures. Furthermore, the limitation and decline of admissible stresses is achieved by using a composed, temperature depending crack surface with a formulation for the damage evolution. Finally, the complete coupled model is applied to several structures and to different concrete in order to determine their influence on the high-temperature-behaviour.

Keywords

References

  1. Bazant, Z., Chern, J.C. and Thonguthai, W. (1981), "Finite element program for moisture and heat transfer in heated concrete", Nucl. Eng. Des., 68(1), 61-70.
  2. Cerny, R., Totova, M., Podebradska, J., Torman, J., Drchalova, J. and Rovnanikova, P. (2003), "Thermal and hygric properties of Portland cement mortar after high temperature exposure combined with compressive stress", Cement. Concrete Res., 33(9), 1347-1355. https://doi.org/10.1016/S0008-8846(03)00067-X
  3. Cruz, C.R. and Gillen, M. (1980), "Thermal Expansion of Portland Cement Paste, Mortar and Concrete at High Temperatures". Fire Mater., 4, 66-70. https://doi.org/10.1002/fam.810040203
  4. Gawin, D., Majorana, C. and Schrefler, B. (1999), "Numerical analysis of hygro-thermal behaviour and damage of concrete at high temperature", Mech. Cohes.-Frict.Mater., 4, 37-74. https://doi.org/10.1002/(SICI)1099-1484(199901)4:1<37::AID-CFM58>3.0.CO;2-S
  5. Gawin, D., Pesavento, F. and Schrefler, B.A. (2003), "Modelling of hygro-thermal behavior of concrete at high temperature with thermo-chemical and mechanical material degradation", Comput. Method. Appl. M., 192(13-14), 1731-1771. https://doi.org/10.1016/S0045-7825(03)00200-7
  6. International Association for the Properties of Water and Steam (1994), IAPWS Release on Surface Tension of Ordinary Water Substance.
  7. Khoury, G.A. (2006), "Strain of heated concrete during two thermal cycles. Part 3: isolation of strain components and strain model development", Mag. Concrete. Res., 58(7), 421-435. https://doi.org/10.1680/macr.2006.58.7.421
  8. Lewis, R. and Schrefler, B. (1998), The finite element method in the static and dynamic deformation and consolidation of porous Media, Wiley.
  9. Monlouis-Bonnaire, J., Verdier, J. and Perrin, B. (2004), "Prediction of the relative permeability to gas flow of cement-based materials", Mag. Concrete. Res., 34(5), 737-744.
  10. Ostermann, L. (2012), Hochtemperaturverhalten von Beton - Gekoppelte Mehrfeld-Modellierung und numerische Analyse, Institut fur Statik, TU Braunschweig
  11. Peerlings, R.H.J., de Borst, R., Brekelmans, W.A.M. and Geers, M.G.D. (1998), "Gradient-enhanced damage modelling of concrete fracture", Mech. Cohes.-Frict. Mater., 3(4), 323-342. https://doi.org/10.1002/(SICI)1099-1484(1998100)3:4<323::AID-CFM51>3.0.CO;2-Z
  12. Pichler, C., Lackner, R. and Mang, H.A. (2007), "A multiscale micromechanics model for the auto genous-shrinkage deformation of early-age cement-based materials", Eng. Fract. Mech., 74, 34-58. https://doi.org/10.1016/j.engfracmech.2006.01.034
  13. Schneider, U. and Weiss, R. (1977),"Kinetische Betrachtungen uber den thermischen Abbau zementgebundener Betone und dessen mechanische Auswirkungen", Cement. Concrete Res., 7(3), 259-268. https://doi.org/10.1016/0008-8846(77)90087-4

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