Abstract

To study the application of steel fiber reinforced concrete in cold areas, a rapid freeze-thaw test was carried out for C30 grade steel fiber reinforced concrete with a steel fiber content of 0.4%, 0.8%, 1.2%, and 1.6%, respectively. The results show that in the case of increasing freezing and thawing times, the failure pattern of the specimen is aggravated obviously. However, with the addition of steel fiber, the mass loss rate of the specimen is gradually reduced, and the initial tangent modulus and flexural properties are improved. The freezing resistance of the specimens has been improved continuously. Steel fiber can effectively resist the durability damage of concrete after the freeze-thaw cycle.

Details

Title
Experimental study on frost resistance of steel fiber reinforced concrete
Author
Li, Jiuyang 1 ; Zhu, Yuepeng 1 ; Luo, Jingwei 1 ; Fan, Xinmei 1 ; Wang, Xiaoyu 1 ; Chen, Li 1 ; Li, Fan 2 ; Zhang, Zicheng 3 

 School of Civil Engineering, Changchun Institute of Technology , Changchun, 130012, China 
 School of Traffic Engineering, Wuhan Vocational College of Communications , Wuhan, 430065, China 
 China Fifth Construction Co., LTD., ChinaConstucion First Group , Shenzhen, 518000, China 
First page
012028
Publication year
2024
Publication date
Jul 2024
Publisher
IOP Publishing
ISSN
17426588
e-ISSN
17426596
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
3087330279
Copyright
Published under licence by IOP Publishing Ltd. This work is published under https://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.