Experimental insight into spalling behavior of concrete tunnel linings under fire loading

Author:

Zeiml Matthias,Lackner Roman,Mang Herbert A.

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Anderberg Y (1997) Spalling phenomena in HPC and OC. In: Phan LT, Carino NJ, Duthinh D, Garboczi E (eds) Proceedings of the International Workshop on Fire Performance of High-Strength Concrete, NIST, Gaithersburg, Maryland, pp 69–73

2. Anderberg Y, Thelandersson S (1976) Stress and deformation characteristics of concrete at high temperatures: 2. Experimental investigation and material behaviour model, Tech. Rep. 54, Lund Institute of Technology, Lund

3. Baierl CW (2008) Betonplatten für den Gleiskörper von Eisenbahntunnel—Brandversuche [Concrete slabs for the railroad embankment of tunnels—Fire experiments] (in German). Master’s thesis, Vienna University of Technology, Vienna, Austria

4. Bamonte PF, Felicetti R (2007) On the tensile behavior of thermally-damaged concrete. In: Carpinteri A, Gambarova P, Ferro G, Plizzari G (eds) Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Taylor & Francis, London, UK, pp 1715–1722

5. Bažant ZP (1997) Analysis of pore pressure, thermal stress and fracture in rapidly heated concrete. In: Phan LT, Carino NJ, Duthinh D, Garboczi E (eds) Proceedings of the International Workshop on Fire Performance of High-Strength Concrete, NIST, Gaithersburg, Maryland, pp 155–164

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