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Residual and post-cooling stress-strain curves for traditional and self-compacting concrete

Emmanuel Annerel UGent and Luc Taerwe UGent (2012) 7th International Conference on Structures in Fire, Proceedings. p.561-569
abstract
This paper presents a model for the stress-strain relationship of both traditional and self-compacting concrete after exposure to fire. The model is based on the Sargin model which is used in EN1992-1-1 and takes further into account the load ratio maintained during heating, the temperature level and the storage period after cooling. Therefore, a test program is conducted with variation of the load ratio up to 30 % of the initial strength, temperatures up to about 500°C and storage periods of 0 days (immediately tested after cooling) or about 50 days in moist air.
Please use this url to cite or link to this publication:
author
organization
year
type
conference
publication status
published
subject
keyword
post-cooling storage, stress-strain model, Fire, concrete load ratio, Sargin
in
7th International Conference on Structures in Fire, Proceedings
editor
M Fontana, A Frangi and M Knobloch
pages
561 - 569
conference name
7th International Conference on Structures in Fire (SIF - 2012)
conference location
Zürich, Switzerland
conference start
2012-06-06
conference end
2012-06-08
language
English
UGent publication?
yes
classification
C1
copyright statement
I have transferred the copyright for this publication to the publisher
id
4096732
handle
http://hdl.handle.net/1854/LU-4096732
date created
2013-07-05 11:11:03
date last changed
2016-12-19 15:36:41
@inproceedings{4096732,
  abstract     = {This paper presents a model for the stress-strain relationship of both traditional and self-compacting concrete after exposure to fire. The model is based on the Sargin model which is used in EN1992-1-1 and takes further into account the load ratio maintained during heating, the temperature level and the storage period after cooling. Therefore, a test program is conducted with variation of the load ratio up to 30 \% of the initial strength, temperatures up to about 500{\textdegree}C and storage periods of 0 days (immediately tested after cooling) or about 50 days in moist air.},
  author       = {Annerel, Emmanuel and Taerwe, Luc},
  booktitle    = {7th International Conference on Structures in Fire, Proceedings},
  editor       = {Fontana, M and Frangi, A and Knobloch, M},
  keyword      = {post-cooling storage,stress-strain model,Fire,concrete load ratio,Sargin},
  language     = {eng},
  location     = {Z{\"u}rich, Switzerland},
  pages        = {561--569},
  title        = {Residual and post-cooling stress-strain curves for traditional and self-compacting concrete},
  year         = {2012},
}

Chicago
Annerel, Emmanuel, and Luc Taerwe. 2012. “Residual and Post-cooling Stress-strain Curves for Traditional and Self-compacting Concrete.” In 7th International Conference on Structures in Fire, Proceedings, ed. M Fontana, A Frangi, and M Knobloch, 561–569.
APA
Annerel, E., & Taerwe, L. (2012). Residual and post-cooling stress-strain curves for traditional and self-compacting concrete. In M Fontana, A. Frangi, & M. Knobloch (Eds.), 7th International Conference on Structures in Fire, Proceedings (pp. 561–569). Presented at the 7th International Conference on Structures in Fire (SIF - 2012).
Vancouver
1.
Annerel E, Taerwe L. Residual and post-cooling stress-strain curves for traditional and self-compacting concrete. In: Fontana M, Frangi A, Knobloch M, editors. 7th International Conference on Structures in Fire, Proceedings. 2012. p. 561–9.
MLA
Annerel, Emmanuel, and Luc Taerwe. “Residual and Post-cooling Stress-strain Curves for Traditional and Self-compacting Concrete.” 7th International Conference on Structures in Fire, Proceedings. Ed. M Fontana, A Frangi, & M Knobloch. 2012. 561–569. Print.