Open Access
MATEC Web of Conferences
Volume 6, 2013
Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop
Article Number 05001
Number of page(s) 10
Section Advanced Modeling for Spalling Risk Assessment
Published online 17 September 2013
  1. D. Gawin, F. Pesavento, and B. Schrefler, “Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation”, Computer Methods in Applied Mechanics and Engineering, vol. 192, pp. 1731–1771, 2003. [CrossRef]
  2. M. Zeiml, R. Lackner, F. Pesavento, and B. Schrefler, “Thermo-hydro-chemical couplings considered in safety assessment of shallow tunnels subjected to fire load”, Fire Safety Journal, vol. 43, pp. 83–95, 2008. [CrossRef]
  3. B. Schrefler and D. Gawin, “The effective stress principle: Incremental or finite form?”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 20, pp. 785–814, 1996. [CrossRef]
  4. L. Dormieux, D. Kondo, and F.-J. Ulm, Microporomechanics. John Wiley & Sons, 1st ed., June 2006. [CrossRef]
  5. Y. Zhang, C. Pichler, Y. Yuan, M. Zeiml, and R. Lackner, “Micromechanics-based multifield framework for early-age concrete”, Engineering Structures, vol. 47, pp. 16–24, 2013. [CrossRef]
  6. D. Gawin, F. Pesavento, and B. Schrefler, “Modelling of deformations of high strength concrete at elevated temperatures”, Materials and Structures, vol. 37, pp. 218–236, May 2004.
  7. S. Thelandersson, “Modeling of combined thermal and mechanical action in concrete”, Journal of Engineering Mechanics (ASCE), vol. 113, no. 6, pp. 893–906, 1987. [CrossRef]
  8. T. Ring, M. Zeiml, R. Lackner, and J. Eberhardsteiner, “Experimental investigation of strain behavior of heated cement paste and concrete”, Strain. In print, 2013.
  9. T. Ring, M. Zeiml, R. Lackner, “Thermo-mechanical behavior of concrete at high temperature: From micromechanical modeling towards tunnel safety assessment in case of fire”, In: Computational Engineering, G. Hofstetter (Ed.), Springer, Vienna. In print, 2013.
  10. M. Zeiml, Concrete subjected to fire loading — From experimental investigation of spalling and mass-transport properties to structural safety assessment of tunnel linings under fire. PhD thesis, Vienna University of Technology, Vienna, Austria, 2008.
  11. R. Jansson, L. Boström, “The influence of pressure in the pore system on fire spalling of concrete”, Fire Technology, vol. 46, pp. 217–230, 2010. [CrossRef]
  12. J.-C. Mindeguia, P. Pimienta, H. Carréc, C. La Borderiec, “Experimental analysis of concrete spalling due to fire exposure”, European Journal of Environmental and Civil Engineering, DOI:10.1080/19648189.2013.786245, In print, 2013.
  13. J. Mosler and G. Meschke, “3D modelling of strong discontinuities in elastoplastic solids: fixed and rotating localization formulations”, International Journal for Numerical Methods in Engineering, vol. 57, pp. 1553–1576, 2003. [CrossRef]
  14. G. Meschke and P. Dumstorff, “Energy-based modeling of cohesive and cohesionless cracks via X-FEM”, Computer Methods in Applied Mechanics and Engineering, vol. 196, pp. 2338–2357, 2007. [CrossRef]
  15. Y. Zhang, R. Lackner, M. Zeiml, “Strong discontinuity approach in high-order element: Energy-based crack-tracking strategy and validations”. In preparation, 2013.
  16. B. Winkler, G. Hofstetter, and H. Lehar, “Application of a constitutive model for concrete to the analysis of a precast segmental tunnel lining,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 28, pp. 797–819, 2004. [CrossRef]
  17. J. Rots, Computational Modeling of Concrete Fracture. PhD thesis, Delft University of Technology, Delft, The Netherlands, 1988.
  18. C. Feist and G. Hofstetter, “Three-dimensional fracture simulations based on the SDA,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 31, pp. 189–212, 2007. [CrossRef]
  19. T. C. Gasser and G. A. Holzapfel, “Modeling 3D crack propagation in unreinforced concrete using PUFEM,” Computer Methods in Applied Mechanics and Engineering, no. 194, pp. 2859–2896, 2005. [CrossRef]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.