To achieve both qualitative and quantitative understanding of the decomposition of hardened cement paste (HCP) at elevated temperatures, X-ray diffraction (XRD) tests were conducted on HCP samples after exposure to various peak temperatures from 400 to 800°C. The kinetic equations of C-S-H decomposition at 600, 700 and 800°C are proposed. The quantitative measurement using α-Al2O3 as a reference phase, revealed that the decomposition of C-S-H started at 560°C but became significant only above 600°C. The C-S-H decomposition rate increased dramatically with temperatures above 600°C. The decomposition of C-S-H influenced the strength loss of high-performance concrete (HPC) exposed to temperatures above 600°C but had little or no effect on the occurrence of explosive spalling. This test result confirms the vapour pressure mechanism for explosive spalling of HPC. It is also postulated that the strength loss of concrete exposed to temperatures below 600°C must be mainly caused by the HCP pore-structure coarsening.
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April 2001
Research Article|
April 01 2001
Chemical kinetics of C-S-H decomposition in hardened cement paste subjected to elevated temperatures up to 800°C Available to Purchase
G. F. Peng;
G. F. Peng
*
School of Civil Engineering and Architecture, Northern Jiao-Tong University
Beijing 100044, People's Republic of China.
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S. Y. N. Chan;
S. Y. N. Chan
†
Wong & Cheng Consulting Engineers Ltd
Hong Kong.
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M. Anson
M. Anson
‡
Department of Civil and Structural Engineering, The Hong Kong Polytechnic University
Hung Hom, Kowloon, Hong Kong.
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Publisher: Emerald Publishing
Revision Received:
March 01 2000
Accepted:
August 29 2000
Received:
October 11 2000
Online ISSN: 1751-7605
Print ISSN: 0951-7197
© 2001 Thomas Telford Ltd
2001
Advances in Cement Research (2001) 13 (2): 47–52.
Article history
Revision Received:
March 01 2000
Accepted:
August 29 2000
Received:
October 11 2000
Citation
Peng GF, Chan SYN, Anson M (2001), "Chemical kinetics of C-S-H decomposition in hardened cement paste subjected to elevated temperatures up to 800°C". Advances in Cement Research, Vol. 13 No. 2 pp. 47–52, doi: https://doi.org/10.1680/adcr.2001.13.2.47
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