Some properties of hardened cement paste and reinforcing bars upon cooling from elevated temperatures
✍ Scribed by W. P. S. Dias
- Publisher
- John Wiley and Sons
- Year
- 1992
- Tongue
- English
- Weight
- 578 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0308-0501
No coin nor oath required. For personal study only.
✦ Synopsis
The post-cooling properties of reinforced concrete constituents are of great relevance in the assessment of a structure for re-use after fire. The expansive rehydration of dissociated calcium hydroxide on postcooling exposure to air can cause a total loss in strength if cement paste specimens are heated to and maintained at 400°C or above. The use of cement replacement agents can mitigate this effect. The strength and ductility of hot-rolled mild steel and cold twisted steel on gradual cooling or quenching from various temperatures can be correlated with microstructural phenomena. There is a significant increase in strength and loss of ductility when both types of steel are quenched from temperatures above 723°C. Some practical implications of these properties are described, using examples of fire-damaged structures.