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Materials (Basel). 2016 Feb 26;9(3). pii: E131. doi: 10.3390/ma9030131.

Effectiveness of Fiber Reinforcement on the Mechanical Properties and Shrinkage Cracking of Recycled Fine Aggregate Concrete.

Author information

1
Structure Engineering Research Center, Tokyo Institute of Technology, Yokohama 226-8503, Japan. nam.j.aa@m.titech.ac.jp.
2
Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea. gyuyongkim@cnu.ac.kr.
3
Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea. 52jc@cnu.ac.kr.
4
Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea. choegc@cnu.ac.kr.
5
Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea. hskim87@cnu.ac.kr.
6
Graduate School of Engineering, Muroran Institute of Technology, Muroran 050-8585, Japan. chg810@mmm.muroran-it.ac.jp.
7
Offshore Plant Research Division, Korea Research Institute of Ship and Ocean Engineering, Daejeon 34103, Korea. kyd000@kriso.re.kr.

Abstract

This paper presents an experimental study conducted to investigate the effect of fiber reinforcement on the mechanical properties and shrinkage cracking of recycled fine aggregate concrete (RFAC) with two types of fiber-polyvinyl alcohol (PVA) and nylon. A small fiber volume fraction, such as 0.05% or 0.1%, in RFAC with polyvinyl alcohol or nylon fibers was used for optimum efficiency in minimum quantity. Additionally, to make a comparative evaluation of the mechanical properties and shrinkage cracking, we examined natural fine aggregate concrete as well. The test results revealed that the addition of fibers and fine aggregates plays an important role in improving the mechanical performance of the investigated concrete specimens as well as controlling their cracking behavior. The mechanical properties such as compressive strength, splitting tensile strength, and flexural strength of fiber-reinforced RFAC were slightly better than those of non-fiber-reinforced RFAC. The shrinkage cracking behavior was examined using plat-ring-type and slab-type tests. The fiber-reinforced RFAC showed a greater reduction in the surface cracks than non-fiber-reinforced concrete. The addition of fibers at a small volume fraction in RFAC is more effective for drying shrinkage cracks than for improving mechanical performance.

KEYWORDS:

fiber-reinforced concrete (FRC); mechanical properties; recycled fine aggregate; shrinkage cracking; small fiber volume fractions

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