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Residual strength properties of sodium silicate alkali activated slag paste exposed to elevated temperatures
Abstract The residual compressive strength behavior of alkali activated slag paste (AASP) after temperature exposures up to 1,200°C was investigated. Strength loss of approximately 60% occurred between 100 and 200°C and a further strength loss in the order of 30% at 800°C. Total loss of strength occurred at 1,200°C. Thermogravimetric studies (TGA/DTG) verified AASP contained no Ca(OH)2 which governs the chemical mechanism of strength loss for ordinary Portland cement (OPC) and blended slag cement pastes. However, the TGA results showed that AASP had a higher water loss than the other binders between 100 and 200°C and higher thermal shrinkage as indicated by the dilatometry studies. The high thermal shrinkage led to a differential thermal shrinkage gradient within the AASP and induced micro stresses and cracking which was more prominent for larger samples. Differential thermal shrinkage caused by the higher thermal shrinkage of the AAS material was concluded as the mechanism which gives lower residual strength in AASP compared to OPCP.
Residual strength properties of sodium silicate alkali activated slag paste exposed to elevated temperatures
Abstract The residual compressive strength behavior of alkali activated slag paste (AASP) after temperature exposures up to 1,200°C was investigated. Strength loss of approximately 60% occurred between 100 and 200°C and a further strength loss in the order of 30% at 800°C. Total loss of strength occurred at 1,200°C. Thermogravimetric studies (TGA/DTG) verified AASP contained no Ca(OH)2 which governs the chemical mechanism of strength loss for ordinary Portland cement (OPC) and blended slag cement pastes. However, the TGA results showed that AASP had a higher water loss than the other binders between 100 and 200°C and higher thermal shrinkage as indicated by the dilatometry studies. The high thermal shrinkage led to a differential thermal shrinkage gradient within the AASP and induced micro stresses and cracking which was more prominent for larger samples. Differential thermal shrinkage caused by the higher thermal shrinkage of the AAS material was concluded as the mechanism which gives lower residual strength in AASP compared to OPCP.
Residual strength properties of sodium silicate alkali activated slag paste exposed to elevated temperatures
Guerrieri, Maurice (author) / Sanjayan, Jay (author) / Collins, Frank (author)
Materials and Structures ; 43 ; 765-773
2009-09-15
9 pages
Article (Journal)
Electronic Resource
English
Alkali activated slag , Cement and concrete , Dilatometer , Differential thermal shrinkage , Elevated temperature , Residual strength , Thermal shrinkage , Thermogravimetric analysis Engineering , Building Materials , Civil Engineering , Operating Procedures, Materials Treatment , Theoretical and Applied Mechanics , Materials Science, general , Structural Mechanics
| British Library Online Contents | 2010
Residual properties of alkali-activated slag concrete exposed to elevated temperatures
| Emerald Group Publishing | 2022