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A Thermo-Mechanical Model for Fire Exposed RC Structures

  • Aschaber M
  • Feist C
  • Hofstetter G
Springer Netherlands, (2009), 945-950
DOI: 10.1007/978-90-481-2822-8_105
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Abstract

A thermo-mechanical model based on a phenomenological approach is presented for the evaluation of the load-carrying behavior of fire exposed reinforced concrete structures. It is validated by the numerical simulation of fire tests on concrete specimens and of a large scale fire test on a reinforced concrete slab and it is applied to the evaluation of the structural response of a fire exposed tunnel structure.

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Aschaber, M., Feist, C., & Hofstetter, G. (2009). A Thermo-Mechanical Model for Fire Exposed RC Structures. In Computational Structural Engineering (pp. 945–950). Springer Netherlands. https://doi.org/10.1007/978-90-481-2822-8_105

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