Study of Mechanical Properties of Rubberized Self-compacting Concrete Subjected to Freeze-thaw Cycle
[1]Zhang Weidong,Wang Zhenbo,He Weizhong.Study of Mechanical Properties of Rubberized Self-compacting Concrete Subjected to Freeze-thaw Cycle[J].Journal of Zhengzhou University (Engineering Science),2017,38(02):78-.[doi:10.13705/j.issn.1671-6833.2017.02.017]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
38卷
Number of periods:
2017 02
Page number:
78-
Column:
Public date:
2017-04-28
- Title:
- Study of Mechanical Properties of Rubberized Self-compacting Concrete Subjected to Freeze-thaw Cycle
- Keywords:
-
rubberized self-compacting concrete; freeze-thaw cycle; replacement rate; cubic compressive strength; split strength
- CLC:
- -
- DOI:
- 10.13705/j.issn.1671-6833.2017.02.017
- Abstract:
- Through the freezing and thawing tests,the influence of replacement rate of rubber on mechanical properties of rubberized self-compacting concrete (RSCC) under different cycle times of freeze-thaw were studied.The results showed that the replacement rate of rubber had great influence on cubic compressive strength and split strength of RSCC under the same freeze-thaw cycle time,but not in proportional relation;cubic compressive strength and split strength of RSCC under the same replacement rate of rubber decreased with the freeze-thaw cycle times increasing.Based on the analysis of the test data,the change law between tensioncompression ratio and freeze-thaw cycle times was given,and the relevant simple formula were regressed between cubic compressive strength,split strength and freeze-thaw cycle times.This study could serve as a reference for durability of RSCC under freezing and thawing environment.
- References:
- -
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