Analyses of Heated Concrete Spalling due to Restrained Thermal Dilation: Application to the “Chunnel” Fire

Author:

Msaad Y.12,Bonnet G.12

Affiliation:

1. Professor, Institut Navier, Univ. de Marne la Vallée, 6, 8 ave. Blaise Pascal, Marne-la-Vallée, 77455 France (corresponding author).

2. Institut Navier, Univ. de Marne la Vallée, 5, blvd. Descartes, Marne-la-Vallée, 77455 Cedex 2, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference6 articles.

1. Anderberg Y. (1997). “Spalling phenomenon of HPC and Oc.” Proc. Int. Workshop on Fire Performance of High-Strength Concrete NIST Special Publication 919 L. T. Phan N. J. Carino D. Duthinh and E. Garboczi eds. National Institute of Standards and Technology Gaithersburg Md. 69–73.

2. Bazant Z. P. (1997). “Analysis of pore pressure thermal stresses and fracture in rapidly heated concrete.” Proc. Int. Workshop on Fire Performance of High-Strength Concrete NIST Special Publication 919 L. T. Phan N. J. Carino D. Duthinh and E. Garboczi eds. National Institute of Standards and Technology Gaithersburg Md. 155–164.

3. Fasseu P. (1997). “Eurotunnel fire: Analysis of the effect of the fire on the concrete quality.” Research Rep. No. 96.6002532 Laboratoire Régional des Ponts et Chaussées de Lille Lille France.

4. The “Chunnel” Fire. II: Analysis of Concrete Damage

5. The “Chunnel” Fire. I: Chemoplastic Softening in Rapidly Heated Concrete

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