Thermal‐regime‐dependent uniaxial tensile behavior of engineered geopolymer composites reinforced with multiscale fibers

Abstract This study investigates the uniaxial tensile behavior, microstructural evolution, and thermal resistance of engineered geopolymer composites reinforced with multiscale fibers (PVA, steel, and MWCNTs) under elevated temperatures. Mass loss increased progressively with temperature, reaching 15.2% at 800°C, primarily due to dehydration and decomposition of calcium‐bearing phases. Tensile strength improved slightly at 200°C due to matrix densification, but decreased significantly at ≥400°C due to PVA fiber melting and pore formation. Microstructural analysis revealed strong fiber–matrix bonding at 200°C and a transition to brittle failure at higher temperatures. The interconnected pore network formed at elevated temperatures helped prevent explosive spalling. These findings provide insights into the temperature‐dependent roles of multiscale fibers in EGC tensile performance.

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Publication Details

Journal
Structural Concrete
Published
2026-04-28
DOI
https://doi.org/10.1002/suco.70591
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Thermal‐regime‐dependent uniaxial tensile behavior of engineered geopolymer composites reinforced with multiscale fibers

程智, Taidong Guo, Jiahui Chen, Junchao Jia et al.
Structural Concrete
Concrete and Cement Materials Research
article

Thermal‐regime‐dependent uniaxial tensile behavior of engineered geopolymer composites reinforced with multiscale fibers

程智, Taidong Guo, Jiahui Chen, Junchao Jia, Zexian He, Ruyi Feng, Yupeng Xing, Zhijun Cheng, Lan Liu
article en

Abstract

Abstract This study investigates the uniaxial tensile behavior, microstructural evolution, and thermal resistance of engineered geopolymer composites reinforced with multiscale fibers (PVA, steel, and MWCNTs) under elevated temperatures. Mass loss increased progressively with temperature, reaching 15.2% at 800°C, primarily due to dehydration and decomposition of calcium‐bearing phases. Tensile strength improved slightly at 200°C due to matrix densification, but decreased significantly at ≥400°C due to PVA fiber melting and pore formation. Microstructural analysis revealed strong fiber–matrix bonding at 200°C and a transition to brittle failure at higher temperatures. The interconnected pore network formed at elevated temperatures helped prevent explosive spalling. These findings provide insights into the temperature‐dependent roles of multiscale fibers in EGC tensile performance.

Structural Concrete
North University of China (CN), China University of Mining and Technology (CN)
Sustainable cities and communities
Openalex Percentile: Top 19%
Concrete and Cement Materials Research
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