High temperature behaviour of self-consolidating concrete
- L2MGC, Universite de Cergy-Pontoise, F-95000 Cergy-Pontoise (France)
This paper presents an experimental study on the properties of self-compacting concrete (SCC) subjected to high temperature. Two SCC mixtures and one vibrated concrete mixture were tested. These concrete mixtures come from the French National Project B-P. The specimens of each concrete mixture were heated at a rate of 1 deg. C/min up to different temperatures (150, 300, 450 and 600 deg. C). In order to ensure a uniform temperature throughout the specimens, the temperature was held constant at the maximum temperature for 1 h before cooling. Mechanical properties at ambient temperature and residual mechanical properties after heating have already been determined. In this paper, the physicochemical properties and the microstuctural characteristics are presented. Thermogravimetric analysis, thermodifferential analysis, X-ray diffraction and SEM observations were used. The aim of these studies was in particular to explain the observed residual compressive strength increase between 150 and 300 deg. C.
- OSTI ID:
- 21344751
- Journal Information:
- Cement and Concrete Research, Vol. 40, Issue 3; Other Information: DOI: 10.1016/j.cemconres.2009.10.006; PII: S0008-8846(09)00289-0; Copyright (c) 2009 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.; ISSN 0008-8846
- Country of Publication:
- United States
- Language:
- English
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AMBIENT TEMPERATURE
COMPACTING
COMPRESSION STRENGTH
CONCRETES
COOLING
HEATING
IMAGE PROCESSING
MIXTURES
PHYSICAL PROPERTIES
SCANNING ELECTRON MICROSCOPY
TEMPERATURE RANGE 0400-1000 K
THERMAL GRAVIMETRIC ANALYSIS
X-RAY DIFFRACTION
BUILDING MATERIALS
CHEMICAL ANALYSIS
COHERENT SCATTERING
DIFFRACTION
DISPERSIONS
ELECTRON MICROSCOPY
FABRICATION
GRAVIMETRIC ANALYSIS
MATERIALS
MECHANICAL PROPERTIES
MICROSCOPY
PROCESSING
QUANTITATIVE CHEMICAL ANALYSIS
SCATTERING
TEMPERATURE RANGE
THERMAL ANALYSIS