Fracture Properties of High-Performance High-Ductility Alkali-Activated Concrete Under Thermo-Mechanical Coupling: Effect of Fiber Hybrid Ratio

This study investigated the fracture behavior of high-ductility alkali-activated composites (HDAACs) under thermo-mechanical coupling. Fracture tests were conducted on hybrid polypropylene/polyethylene (PP/PE) fiber-HDAAC with varying PP fiber replacement ratios (0%, 25%, and 50%) and coupled temperatures (0 °C, 30 °C, 70 °C, 100 °C, and 150 °C). The fracture mechanisms were analyzed through failure modes, mode I fracture energy (<i>G</i><sub>F</sub>), and the J-integral method. The results showed that below 100 °C, specimens exhibited ductile failure with a main crack along the notch accompanied by stable matrix cracking, with <i>G</i><sub>F</sub> peaking at 16.47 kJ/m<sup>2</sup>. At 150 °C, fiber melting led to a reduction in <i>G</i><sub>F</sub> to 2.01 kJ/m<sup>2</sup>. Initial cracking energy (<i>J</i><sub>IC</sub> ≈ 0.1 kJ/m<sup>2</sup>) remained stable, while unstable fracture energy (<i>J</i><sub>IF</sub>) peaked at 70 °C and dropped sharply at 150 °C. The energy consumed by matrix cracking showed (<i>J</i><sub>m</sub>) a similar trend to that consumed by fiber pull-out and fracture (<i>J</i><sub>b</sub>), with <i>J</i><sub>m</sub>/<i>J</i><sub>C</sub> = 0.4-0.5. Higher PP replacement reduced both <i>J</i><sub>m</sub> and <i>J</i><sub>b</sub>. The fracture behavior differences under thermo-mechanical coupling versus post-heating were mainly due to fiber exposure timing. This study highlights the critical influence of thermo-mechanical coupling on HDAAC fracture mechanisms, offering guidance for designing HDAACs for high-temperature applications.

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Journal
Polymers
Published
2025-09-23
DOI
https://doi.org/10.3390/polym17192568
Citations
1
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
0.95

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article

Fracture Properties of High-Performance High-Ductility Alkali-Activated Concrete Under Thermo-Mechanical Coupling: Effect of Fiber Hybrid Ratio

Boyuan Huang, Jia-Ying Su, Tao Huang, Jianfa Li et al.
1 citations
Polymers
Innovative concrete reinforcement materials
0.95
article

Fracture Properties of High-Performance High-Ductility Alkali-Activated Concrete Under Thermo-Mechanical Coupling: Effect of Fiber Hybrid Ratio

Boyuan Huang, Jia-Ying Su, Tao Huang, Jianfa Li, Lei Wang, Meng Li, Yu‐Wen Huang, Zhihong Xie, Zhifang Zhan
article en
1 citations

Abstract

This study investigated the fracture behavior of high-ductility alkali-activated composites (HDAACs) under thermo-mechanical coupling. Fracture tests were conducted on hybrid polypropylene/polyethylene (PP/PE) fiber-HDAAC with varying PP fiber replacement ratios (0%, 25%, and 50%) and coupled temperatures (0 °C, 30 °C, 70 °C, 100 °C, and 150 °C). The fracture mechanisms were analyzed through failure modes, mode I fracture energy (<i>G</i><sub>F</sub>), and the J-integral method. The results showed that below 100 °C, specimens exhibited ductile failure with a main crack along the notch accompanied by stable matrix cracking, with <i>G</i><sub>F</sub> peaking at 16.47 kJ/m<sup>2</sup>. At 150 °C, fiber melting led to a reduction in <i>G</i><sub>F</sub> to 2.01 kJ/m<sup>2</sup>. Initial cracking energy (<i>J</i><sub>IC</sub> ≈ 0.1 kJ/m<sup>2</sup>) remained stable, while unstable fracture energy (<i>J</i><sub>IF</sub>) peaked at 70 °C and dropped sharply at 150 °C. The energy consumed by matrix cracking showed (<i>J</i><sub>m</sub>) a similar trend to that consumed by fiber pull-out and fracture (<i>J</i><sub>b</sub>), with <i>J</i><sub>m</sub>/<i>J</i><sub>C</sub> = 0.4-0.5. Higher PP replacement reduced both <i>J</i><sub>m</sub> and <i>J</i><sub>b</sub>. The fracture behavior differences under thermo-mechanical coupling versus post-heating were mainly due to fiber exposure timing. This study highlights the critical influence of thermo-mechanical coupling on HDAAC fracture mechanisms, offering guidance for designing HDAACs for high-temperature applications.

PolymersVol. 17(19)
Guangdong University of Technology (CN), Guangzhou Maritime College (CN), Power Grid Corporation (India) (IN)
China Southern Power Grid, Guangdong Power Grid Company
Openalex Percentile: Top 21%
Innovative concrete reinforcement materials
0.95
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