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Basic techniques for the damage assessment of concrete members after fire

Emmanuel Annerel (UGent) and Luc Taerwe (UGent)
(2011) Concrete solutions. p.487-490
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Abstract
Generally, concrete structures behave very well during a fire. After a fire, it could be of economical interest to reuse the structure after appropriate repair based on reliable assessment of the strength properties. This paper demonstrates how the strength may be assessed from drilled cores by measuring the weight increase of the concrete after water immersion. Furthermore, the effect on the remaining strength of a change of heating rate, duration at target temperature, water cooling and post-cooling storage is studied. Considering the effect of the storage period, a stress/strain model is developed for both traditional and self-compacting concrete.

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Citation

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Chicago
Annerel, Emmanuel, and Luc Taerwe. 2011. “Basic Techniques for the Damage Assessment of Concrete Members After Fire.” In Concrete Solutions, ed. Michael Grantham, Viktor Mechtcherine, and Ulrich Schneck, 487–490. Boca Raton, FL, USA: CRC Press.
APA
Annerel, E., & Taerwe, L. (2011). Basic techniques for the damage assessment of concrete members after fire. In Michael Grantham, V. Mechtcherine, & U. Schneck (Eds.), Concrete solutions (pp. 487–490). Presented at the 4th International conference on Concrete Repair: Concrete solutions, Boca Raton, FL, USA: CRC Press.
Vancouver
1.
Annerel E, Taerwe L. Basic techniques for the damage assessment of concrete members after fire. In: Grantham M, Mechtcherine V, Schneck U, editors. Concrete solutions. Boca Raton, FL, USA: CRC Press; 2011. p. 487–90.
MLA
Annerel, Emmanuel, and Luc Taerwe. “Basic Techniques for the Damage Assessment of Concrete Members After Fire.” Concrete Solutions. Ed. Michael Grantham, Viktor Mechtcherine, & Ulrich Schneck. Boca Raton, FL, USA: CRC Press, 2011. 487–490. Print.
@inproceedings{2131037,
  abstract     = {Generally, concrete structures behave very well during a fire. After a fire, it could be of economical interest to reuse the structure after appropriate repair based on reliable assessment of the strength properties. This paper demonstrates how the strength may be assessed from drilled cores by measuring the weight increase of the concrete after water immersion. Furthermore, the effect on the remaining strength of a change of heating rate, duration at target temperature, water cooling and post-cooling storage is studied. Considering the effect of the storage period, a stress/strain model is developed for both traditional and self-compacting concrete.},
  author       = {Annerel, Emmanuel and Taerwe, Luc},
  booktitle    = {Concrete solutions},
  editor       = {Grantham, Michael and Mechtcherine, Viktor and Schneck, Ulrich},
  isbn         = {9780415616225},
  language     = {eng},
  location     = {Dresden, Germany},
  pages        = {487--490},
  publisher    = {CRC Press},
  title        = {Basic techniques for the damage assessment of concrete members after fire},
  year         = {2011},
}

Web of Science
Times cited: