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Thermal elongation of concrete during heating up to 700°C and cooling; 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 :
Concrete; thermal elongation; heating; cooling; steel; stress-strain relationship
Abstract :
[en] Experimental tests are reported on the thermal elongation of unloaded concrete specimen during heating and cooling. Steel reinforcing bars of Tempcore with diameters of 12 and 25 mm were tested at elevated temperature (steady state as well as transient situation) and also after cooling down to 20°C.
Disciplines :
Materials science & engineering
Author, co-author :
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo
Language :
English
Title :
Thermal elongation of concrete during heating up to 700°C and cooling; Stress-strain relationship of Tempcore steel after heating up to 650°C and cooling
Publication date :
1993
Publisher :
Univ. de Liège, Liège, Belgium
Number of pages :
19
Commissioned by :
Fonds National de la Recherche Scientifique
Name of the research project :
Grant "Ferdinand de Waele" of the N.F.S.R.
Funders :
F.R.S.-FNRS - Fonds de la Recherche Scientifique [BE]
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since 02 September 2008

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