Advances on Properties of Fiber Reinforced Recycled Aggregate Concrete: Experiments and Models
Abstract
Recycled aggregate concrete (RAC) has recently been a good alternative to natural aggregate concrete (NAC) because of the increased focus on sustainability in the construction industry. However, RAC has a great number of defects in comparison to NAC, such as lower strength and higher water absorption. In order to solve these disadvantages, many researchers incorporated fibers into RAC. A body of literature on the fiber-reinforced RAC (FRRAC) is currently available, but a systematic review is lacking. Therefore, this article aims to review the influence of fiber addition on fresh properties, mechanical strength, and durability of RAC. In addition, the mechanical performance evaluation models of FRRAC have been summarized. Results indicated that fiber addition has adverse influence on workability, but can improve the mechanical properties and durability of RAC through the crack-bridging effect. Furthermore, compared with other fibers, steel fiber has a better role in enhancing the mechanical properties of RAC, but basalt fiber has better sustainability. Additionally, an outlook on the fiber reinforced RAC was presented, and we expected that this work may inform further investigation of the use of fibers to enhance the properties of RAC.
Recommended Citation
J. Xie et al., "Advances on Properties of Fiber Reinforced Recycled Aggregate Concrete: Experiments and Models," Construction and Building Materials, vol. 277, Elsevier, Mar 2021.
The definitive version is available at https://doi.org/10.1016/j.conbuildmat.2021.122345
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
INSPIRE - University Transportation Center
Keywords and Phrases
Empirical model; Fiber reinforcement; Properties improvement; Recycled aggregate concrete
International Standard Serial Number (ISSN)
0950-0618
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2021 Elsevier, All rights reserved.
Publication Date
29 Mar 2021