Surface treating and hybridizing short carbon fibers: toward reinforcement of cementitious composites

Abstract The aim of this work was inducing enhanced flexural properties to high‐strength but brittle short carbon fiber reinforced cementitious composites (SCFRCCs). PVA and PP fibers are used as hybrids with carbon fiber (CF) in the cementitious composite. Their deformation capability under stress was considered as an effective method for improving the flexural properties of SCFRCCs. It was found that by increment in the CFs length (from 3 to 6 mm) and concentration (0.8–2 vol%), the flexural strength and toughness enhanced by 32%, 142%, 53%, and 480%, respectively. Surface treatment of CFs by acetone caused 34% decrement in the pullout strength but 29% and 43% enhancement in the flexural strength and toughness of the composites, respectively. Hybridizing CFs and trilobal PP fibers caused achievement of significant flexural performances and 88% increment in flexural toughness compared to the acetone‐treated CF containing composite.

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Publication Details

Journal
Structural Concrete
Published
2025-02-18
DOI
https://doi.org/10.1002/suco.202400468
Citations
12
Primary Topic
Smart Materials for Construction
Type
article
Field-Weighted Citation Impact
6.04
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article

Surface treating and hybridizing short carbon fibers: toward reinforcement of cementitious composites

Masoud Jamshidi, Koosha Zojaji, Reza Ghamarpoor
12 citations
Structural Concrete
Smart Materials for Construction
6.04
article

Surface treating and hybridizing short carbon fibers: toward reinforcement of cementitious composites

Masoud Jamshidi, Koosha Zojaji, Reza Ghamarpoor
article en
12 citations

Abstract

Abstract The aim of this work was inducing enhanced flexural properties to high‐strength but brittle short carbon fiber reinforced cementitious composites (SCFRCCs). PVA and PP fibers are used as hybrids with carbon fiber (CF) in the cementitious composite. Their deformation capability under stress was considered as an effective method for improving the flexural properties of SCFRCCs. It was found that by increment in the CFs length (from 3 to 6 mm) and concentration (0.8–2 vol%), the flexural strength and toughness enhanced by 32%, 142%, 53%, and 480%, respectively. Surface treatment of CFs by acetone caused 34% decrement in the pullout strength but 29% and 43% enhancement in the flexural strength and toughness of the composites, respectively. Hybridizing CFs and trilobal PP fibers caused achievement of significant flexural performances and 88% increment in flexural toughness compared to the acetone‐treated CF containing composite.

Structural ConcreteVol. 26(3)
Islamic Azad University of Garmsar (IR), University of Garmsar, Iran University of Science and Technology (IR)
Openalex Percentile: Top 3%
Smart Materials for Construction
6.04
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