Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete
Fiber polymer has been extensively used to improve the mechanical properties and durability of concrete. However, the studies of the effect of fiber polymer on the dynamic performance of recycled aggregate concrete (RAC) is still very limited. In this study, we prepared two types of RAC formulations...
Saved in:
Main Authors: | , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Polymer Technology |
Online Access: | http://dx.doi.org/10.1155/2020/6029047 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832566066382897152 |
---|---|
author | Dong Lu Hui Cao Qiangru Shen Yue Gong Cheng Zhao Xiaohui Yan |
author_facet | Dong Lu Hui Cao Qiangru Shen Yue Gong Cheng Zhao Xiaohui Yan |
author_sort | Dong Lu |
collection | DOAJ |
description | Fiber polymer has been extensively used to improve the mechanical properties and durability of concrete. However, the studies of the effect of fiber polymer on the dynamic performance of recycled aggregate concrete (RAC) is still very limited. In this study, we prepared two types of RAC formulations: RAC reinforced with basalt fibers (BFs) and RAC reinforced with polypropylene fibers (PPs), and compared the effects of fiber types and contents on the air void content, workability (slump), mechanical properties (compressive and flexural strength), dynamic characteristics (dynamic modulus of elasticity and damping ratio), and chloride resistance of RAC. The experimental results showed that the air void content and slump value decreased with the increase of replacement percentage of RCA and fiber contents. Adding PPs provided a more negative effect on the slump of RAC than BFs. The mixtures containing 0.2% PPs and BFs both obtained the highest flexural strength. The addition of PPs was more effective than BFs in improving the damping ratio of RAC, and the mixtures containing 0.3% PPs and BFs both obtained the highest damping ratio. Compared to the RAC without addition of fiber, the charge passed of specimen with addition of PPs approximately increased by 45%, while the specimen with addition of BFs approximately increased by 30%, when the fiber content was 0.3%. This study demonstrates the potential of using fiber to promote the dynamic properties of RAC. |
format | Article |
id | doaj-art-5ffd42e528d5470fa7d25ffa6787dce1 |
institution | Kabale University |
issn | 0730-6679 1098-2329 |
language | English |
publishDate | 2020-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Polymer Technology |
spelling | doaj-art-5ffd42e528d5470fa7d25ffa6787dce12025-02-03T01:05:12ZengWileyAdvances in Polymer Technology0730-66791098-23292020-01-01202010.1155/2020/60290476029047Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate ConcreteDong Lu0Hui Cao1Qiangru Shen2Yue Gong3Cheng Zhao4Xiaohui Yan5School of Materials Science and Engineering, Chang’an University, Xi’an 710064, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong, Jiangsu 226019, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong, Jiangsu 226019, ChinaState Key Laboratory of Metal Matrix Composites, Shanghai Jiao Tong University, Shanghai 200240, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710064, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710064, ChinaFiber polymer has been extensively used to improve the mechanical properties and durability of concrete. However, the studies of the effect of fiber polymer on the dynamic performance of recycled aggregate concrete (RAC) is still very limited. In this study, we prepared two types of RAC formulations: RAC reinforced with basalt fibers (BFs) and RAC reinforced with polypropylene fibers (PPs), and compared the effects of fiber types and contents on the air void content, workability (slump), mechanical properties (compressive and flexural strength), dynamic characteristics (dynamic modulus of elasticity and damping ratio), and chloride resistance of RAC. The experimental results showed that the air void content and slump value decreased with the increase of replacement percentage of RCA and fiber contents. Adding PPs provided a more negative effect on the slump of RAC than BFs. The mixtures containing 0.2% PPs and BFs both obtained the highest flexural strength. The addition of PPs was more effective than BFs in improving the damping ratio of RAC, and the mixtures containing 0.3% PPs and BFs both obtained the highest damping ratio. Compared to the RAC without addition of fiber, the charge passed of specimen with addition of PPs approximately increased by 45%, while the specimen with addition of BFs approximately increased by 30%, when the fiber content was 0.3%. This study demonstrates the potential of using fiber to promote the dynamic properties of RAC.http://dx.doi.org/10.1155/2020/6029047 |
spellingShingle | Dong Lu Hui Cao Qiangru Shen Yue Gong Cheng Zhao Xiaohui Yan Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete Advances in Polymer Technology |
title | Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete |
title_full | Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete |
title_fullStr | Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete |
title_full_unstemmed | Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete |
title_short | Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete |
title_sort | dynamic characteristics and chloride resistance of basalt and polypropylene fibers reinforced recycled aggregate concrete |
url | http://dx.doi.org/10.1155/2020/6029047 |
work_keys_str_mv | AT donglu dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete AT huicao dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete AT qiangrushen dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete AT yuegong dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete AT chengzhao dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete AT xiaohuiyan dynamiccharacteristicsandchlorideresistanceofbasaltandpolypropylenefibersreinforcedrecycledaggregateconcrete |