Open Access
MATEC Web of Conferences
Volume 6, 2013
Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop
Article Number 02001
Number of page(s) 7
Section Measures to Reduce or Prevent Spalling
Published online 17 September 2013
  1. Kalifa, P., Chene, G. and Galle, C., High temperature behaviour with polypropylen fibres. From spalling to microestructure, Cem. and Conc. Rs., 31, 1487–1499, 2001. [CrossRef]
  2. Alonso, C., Andrade, C., Menendez, E. and Gayo, E., Microstructural changes in high and ultrahigh performance concrete exposed to high temperature environments. ACI sp 229, Quality of concrete structures and recent advances in concrete materials and testing, Sept. 289–302, 2005.
  3. Zeiml, M., Leithner, D., Lackner R, Mang, HA, G., How do polypropylene fibers improve the spalling behaviour of in-situ concrete?, Cem and Conc. Rs. 36, 929–942, 2006. [CrossRef]
  4. Bangi, M.R. and Horiguchi, T., Effect of fibre type and geometry on maximum pore pressures in fibred-reinforced high strength concrete at elevated temperatures, Cem. and Conc. Rs., 42, 459–466, 2012. [CrossRef]
  5. Sofren Leo Suhaendi, Takashi Horiguchi, Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition, Cement and Concrete Research 36 (2006) 1672–1678. [CrossRef]
  6. Klingsch, E. and Frangi, A, Experimental analysis on changes of the porosity of ultrahigh performance concrete at elevated temperature, 2cd Int RILEM WS on Concrete Spalling due to fire exposure (2011) 245–352.
  7. Huismann, S., Materialverhalten von hochfestem beton unter thermomechanischer beanspruchung, PhD, Fakultat fur bauingenieurwesen (2010).
  8. Liu, X, Ye, G, De Schutter, G., Yuan, Y. and Taerwe, L., On the mechanism of polypropylene fibres in preventing fire spalling in self-compacting and high-performance cement paste.
  9. Pistol, K., Weise, F., Meng B. and Schneider U., The mode of action of polypropylen fibres in high performance concrete at high temperatures, 2cd Int RILEM WS on Concrete Spalling due to fire exposure (2011) 289–296.
  10. Sideris K.K., Manita P., Chaniotakis E. “Performance of thermally damaged fibre reinforced concretes” Construction and Building Materials 23 (2009) 1232–1239. [CrossRef]
  11. Bentz, D.P., Fiber percolation and spalling of high performance concrete, ACI Mat.J., 351–359, 2000.
  12. Powers, T.C., Capillary continuity or discontinuity in cement pastes, PCA Bulletin, 10, 2–12, 1959.
  13. Bentz, D.P. and Garboczi E.J., Percolation of phases in a three dimensional cement paste microstructural model, Cem. and Conc Rs., 21, 324–344, 1991.
  14. Haniche, R., Contribution à l’étude des bétons portés en température / Evolution des propriétés de transfert / Etude de l’éclatement. Univ. of Lion, PhD, Dec., 2011.
  15. Alonso, C. and Fernandez-Municio, F., Dehydration and rehydration processes of cement paste exposed to high temperature environments, J. of Material Science, 39, 3015-3024, 2004. [CrossRef]
  16. Chen, IJ and Bogue, DC, Time –dependent stress in polymer melts and review of viscoelastic theory, Transactions of the society of rheology, 16, 1, 59–78, 1972. [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.