The strength prediction of concrete frozen in the initial through the grey theory
Authors
G.Y. Wang, S. Xie, Z. Cheng
Corresponding Author
G.Y. Wang
Available Online October 2015.
- DOI
- 10.2991/icadme-15.2015.190How to use a DOI?
- Keywords
- the initial cold,the intensity change,the gray theory,the residuals
- Abstract
Revealed the strength variation of concrete C30 and C50 after the cold in the initial .Using the gray prediction theory which from the cybernetics to analyze the test results after the initial cold.The results show that the results obtained by the formula is consistent with the experimental results, the residuals are within the control range. The experimental in cold for 120 days is much closer than theoretical values when compared with the residual for 90 days.Research shows that with the increase of initial freezing time, the loss rate of concrete strengthincreased.And the residuals showed a significant increasing trend when the number of freeze-thaw cycles increased.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - G.Y. Wang AU - S. Xie AU - Z. Cheng PY - 2015/10 DA - 2015/10 TI - The strength prediction of concrete frozen in the initial through the grey theory BT - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering PB - Atlantis Press SP - 1014 EP - 1019 SN - 2352-5401 UR - https://doi.org/10.2991/icadme-15.2015.190 DO - 10.2991/icadme-15.2015.190 ID - Wang2015/10 ER -