Abstract
Temperature affects the properties of concrete through its effect on the hydration of cement and its associated microstructural development. This paper focuses on the modifications to C-S-H induced by isothermal curing between 5 and 60 C. The results show that as the temperature increases (within the range studied) the C/S ratio of C-S-H changes only slightly, with a higher degree of polymerisation of silicate chains, but there is a significant decrease in its bound water content and an increase of apparent density of 25%. This increase seems to come from a different packing of C-S-H at the nanoscale. As a consequence of these changes, the microstructure of the cement paste is much coarser and porous, which explains the lower final strengths obtained by curing at elevated temperatures.
Original language | English (US) |
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Pages (from-to) | 185-195 |
Number of pages | 11 |
Journal | Cement and Concrete Research |
Volume | 53 |
DOIs | |
State | Published - 2013 |
Keywords
- BSE
- Calcium silicate hydrate (C-S-H) (B)
- Microstructure (B)
- SEM (B)
- Temperature (A)
ASJC Scopus subject areas
- Building and Construction
- General Materials Science