Modeling and Prediction of Mechanical Properties of MFRC Based on Fiber Distribution Characteristics

This study develops a multi-scale fiber-reinforced cementitious composite (MFRC) by hybridizing calcium carbonate whisker (CW), polyvinyl alcohol (PVA) fiber, and steel fiber. The interfacial micromechanical properties between steel fiber/matrix and PVA fiber/matrix under the influence of CW were systematically examined through single-fiber pull-out tests. The two-dimensional and three-dimensional distribution characteristics of fibers in the MFRC were analyzed using backscattered electron imaging (BSE) and X-ray computed tomography (X-CT), respectively. Based on the fiber distribution characteristics, flexural strength prediction models were developed with R2 values of 0.79 (2D) and 0.82 (3D). Experimental validation via splitting tensile tests and three-point bending tests confirmed the model’s effectiveness in simultaneously predicting splitting tensile strength (R2 = 0.89) and flexural strength (R2 = 0.93). These findings demonstrate the reliability and universality of the proposed model for predicting flexural–tensile strength in an MFRC.

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Publication Details

Journal
Buildings
Published
2026-03-21
DOI
https://doi.org/10.3390/buildings16061247
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

Modeling and Prediction of Mechanical Properties of MFRC Based on Fiber Distribution Characteristics

Deming Zeng, Mingli Cao, Kuan Lu, Jianjian Wu et al.
Buildings
Innovative concrete reinforcement materials
article

Modeling and Prediction of Mechanical Properties of MFRC Based on Fiber Distribution Characteristics

Deming Zeng, Mingli Cao, Kuan Lu, Jianjian Wu, Kaixing Liao, Yajing Guan
article en

Abstract

This study develops a multi-scale fiber-reinforced cementitious composite (MFRC) by hybridizing calcium carbonate whisker (CW), polyvinyl alcohol (PVA) fiber, and steel fiber. The interfacial micromechanical properties between steel fiber/matrix and PVA fiber/matrix under the influence of CW were systematically examined through single-fiber pull-out tests. The two-dimensional and three-dimensional distribution characteristics of fibers in the MFRC were analyzed using backscattered electron imaging (BSE) and X-ray computed tomography (X-CT), respectively. Based on the fiber distribution characteristics, flexural strength prediction models were developed with R2 values of 0.79 (2D) and 0.82 (3D). Experimental validation via splitting tensile tests and three-point bending tests confirmed the model’s effectiveness in simultaneously predicting splitting tensile strength (R2 = 0.89) and flexural strength (R2 = 0.93). These findings demonstrate the reliability and universality of the proposed model for predicting flexural–tensile strength in an MFRC.

BuildingsVol. 16(6)
Dalian University of Technology (CN), Suzhou Research Institute (CN)
Sustainable cities and communities
Openalex Percentile: Top 12%
Innovative concrete reinforcement materials
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Modeling and Prediction of Mechanical Properties of MFRC Based on Fiber Distribution Characteristics — Deming Zeng, Mingli Cao, et al. · Buildings (2026) | TGRS Research Map | TGRS