Comprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers

In this study, synthetic wollastonite microfibers (SWMs) with a dense acicular particle structure and a very high aspect ratio were developed by using a three-stage production method consisting of the mechanochemical, hydrothermal autoclave and sintering processes. The maximum aspect ratio of SWMs was 44∶1, which is a needle-like particle with the highest aspect ratio. The effects of SWMs on the workability and rheological, mechanical, durable, and dimensionally stable properties of engineered cementitious composites (ECCs) were investigated using many tests for each property. For this purpose, SWMs were substituted with cement-fly ash (C-FA) at 3%, 6%, and 9%. The study found that replacing C-FA with 6% SWMs can significantly enhance the compressive strength, modulus of elasticity, flexural strength, and ductility of ECCs. Substituting 6% C-FA with SWMs not only enhanced the mechanical properties but also led to improved durability and dimensional stability. In particular, in the freeze-thaw test, which is a long-term durability test (300 freeze-thaw cycles), SWMs provided significant performance improvement in terms of % mass loss, ultrasonic pulse velocity, relative dynamic modulus of elasticity, durability factor, and residual flexural performance. In addition, the 180-day drying shrinkage and 30-day average crack width of ECC were reduced approximately 105 με and 16 μm, respectively. Moreover, the test results were supported by microstructural analysis. This comprehensive study indicates that SWMs have the ability to be used in ECCs to improve their properties.

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Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2025-03-30
DOI
https://doi.org/10.1061/jmcee7.mteng-19058
Citations
3
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
3.02
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article

Comprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers

Muhammet Güneş, Hasan Erhan Yücel, Yasin Kaya, Hatice Öznur Öz et al.
3 citations
Journal of Materials in Civil Engineering
Innovations in Concrete and Construction Materials
3.02
article

Comprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers

Muhammet Güneş, Hasan Erhan Yücel, Yasin Kaya, Hatice Öznur Öz, Ayşe Bahar Yılmaz
article en
3 citations

Abstract

In this study, synthetic wollastonite microfibers (SWMs) with a dense acicular particle structure and a very high aspect ratio were developed by using a three-stage production method consisting of the mechanochemical, hydrothermal autoclave and sintering processes. The maximum aspect ratio of SWMs was 44∶1, which is a needle-like particle with the highest aspect ratio. The effects of SWMs on the workability and rheological, mechanical, durable, and dimensionally stable properties of engineered cementitious composites (ECCs) were investigated using many tests for each property. For this purpose, SWMs were substituted with cement-fly ash (C-FA) at 3%, 6%, and 9%. The study found that replacing C-FA with 6% SWMs can significantly enhance the compressive strength, modulus of elasticity, flexural strength, and ductility of ECCs. Substituting 6% C-FA with SWMs not only enhanced the mechanical properties but also led to improved durability and dimensional stability. In particular, in the freeze-thaw test, which is a long-term durability test (300 freeze-thaw cycles), SWMs provided significant performance improvement in terms of % mass loss, ultrasonic pulse velocity, relative dynamic modulus of elasticity, durability factor, and residual flexural performance. In addition, the 180-day drying shrinkage and 30-day average crack width of ECC were reduced approximately 105 με and 16 μm, respectively. Moreover, the test results were supported by microstructural analysis. This comprehensive study indicates that SWMs have the ability to be used in ECCs to improve their properties.

Journal of Materials in Civil EngineeringVol. 37(6)
Niğde Ömer Halisdemir Üniversitesi (TR), Nevşehir Hacı Bektaş Veli University (TR), Mustafa Kemal University (TR)
Openalex Percentile: Top 10%
Innovations in Concrete and Construction Materials
3.02
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