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Stress strain relationship of Tempcore steel after heating up to 650°C and cooling
Franssen, Jean-Marc
1993
 

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1993 Prix de Waele du FNRS.pdf
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Keywords :
Fire; Steel; reinforcing bars; stress-strain relationship; cooling
Abstract :
[en] Reinforcing bars of 12 mm and 25 mm have been tested, at room temperature, at elevated temperatures (steady state and transient conditions), and after cooling from elevated temperatures. No decrease of the residual strength was observed as long as the elevated temperature has not exceeded 600°C. A slight decrease seems to appear for elevated temperatures beyond 600°C. Additional test for elevated temperatures higher than 680°C should ideally be performed to confirm this trend.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Stress strain relationship of Tempcore steel after heating up to 650°C and cooling
Publication date :
1993
Publisher :
ULg - Université de Liège, Liege, Belgium
Number of pages :
8
Commissioned by :
National Fund for Scientific Research Belgium
Name of the research project :
Grant "Ferdinand de Waele' of the N.F.S.R.
Funders :
National Fund for Scientific Research
Available on ORBi :
since 25 August 2010

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