MATEC Web of Conferences
Volume 6, 2013Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop
|Number of page(s)||10|
|Section||Advanced Modeling for Spalling Risk Assessment|
|Published online||17 September 2013|
- 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]
- 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]
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- 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]
- 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.
- 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]
- T. Ring, M. Zeiml, R. Lackner, and J. Eberhardsteiner, “Experimental investigation of strain behavior of heated cement paste and concrete”, Strain. In print, 2013.
- 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.
- 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.
- 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]
- 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.
- 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]
- 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]
- Y. Zhang, R. Lackner, M. Zeiml, “Strong discontinuity approach in high-order element: Energy-based crack-tracking strategy and validations”. In preparation, 2013.
- 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]
- J. Rots, Computational Modeling of Concrete Fracture. PhD thesis, Delft University of Technology, Delft, The Netherlands, 1988.
- 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]
- 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]
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