Thermo-mechanical degradation and multiscale performance of hybrid PPS-MWCNT reinforced lightweight geopolymer composites

This study examines the thermo-mechanical behavior of lightweight-engineered geopolymer composites (LEGC) reinforced with polyphenylene sulfide fibers (2.0%) and multi-walled carbon nanotubes (0.2%) by weight of binder. The composites were synthesized using mining waste-derived and industrial by-products, including fly ash, GGBS, cenospheres, silica-fume, and rice-husk ash, a pathway for valorizing mine tailings and smelter slags. The composites were exposed to elevated temperatures up to 800 °C. Physico-mechanical performance, evaluated and supported by ANOVA/Tukey’s HSD tests, show strength enhancement at 200 °C (22% compressive, 19% flexural) due to matrix densification. Progressive degradation occurred at higher temperatures. At 800 °C, significant reductions occurred due to geopolymer matrix decomposition and fiber melting. Microstructural analyses (SEM/XRD/FTIR/TGA-DTG) revealed increased porosity/microcracking, with PPS degradation-linked bubble growth (400 °C–600 °C). MWCNTs maintained crack-bridging at moderate temperatures, partially mitigating damage. This study underscores the temperature-dependent degradation mechanisms and the role of hybrid reinforcement in improving thermal resilience within circular contexts including mine’s waste valorization.

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Publication Details

Journal
Journal of Sustainable Cement-Based Materials
Published
2026-06-16
DOI
https://doi.org/10.1080/21650373.2026.2689177
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Thermo-mechanical degradation and multiscale performance of hybrid PPS-MWCNT reinforced lightweight geopolymer composites

Nejib Ghazouani, M El Bagir K Ahmed, Umara Nasir, Ahmed A. Alawi Al-Naghi
Journal of Sustainable Cement-Based Materials
Concrete and Cement Materials Research
article

Thermo-mechanical degradation and multiscale performance of hybrid PPS-MWCNT reinforced lightweight geopolymer composites

Nejib Ghazouani, M El Bagir K Ahmed, Umara Nasir, Ahmed A. Alawi Al-Naghi
article en

Abstract

This study examines the thermo-mechanical behavior of lightweight-engineered geopolymer composites (LEGC) reinforced with polyphenylene sulfide fibers (2.0%) and multi-walled carbon nanotubes (0.2%) by weight of binder. The composites were synthesized using mining waste-derived and industrial by-products, including fly ash, GGBS, cenospheres, silica-fume, and rice-husk ash, a pathway for valorizing mine tailings and smelter slags. The composites were exposed to elevated temperatures up to 800 °C. Physico-mechanical performance, evaluated and supported by ANOVA/Tukey’s HSD tests, show strength enhancement at 200 °C (22% compressive, 19% flexural) due to matrix densification. Progressive degradation occurred at higher temperatures. At 800 °C, significant reductions occurred due to geopolymer matrix decomposition and fiber melting. Microstructural analyses (SEM/XRD/FTIR/TGA-DTG) revealed increased porosity/microcracking, with PPS degradation-linked bubble growth (400 °C–600 °C). MWCNTs maintained crack-bridging at moderate temperatures, partially mitigating damage. This study underscores the temperature-dependent degradation mechanisms and the role of hybrid reinforcement in improving thermal resilience within circular contexts including mine’s waste valorization.

Journal of Sustainable Cement-Based Materials
Northern Border University (SA), University of Engineering and Technology Lahore (PK), Illinois College (US), King Khalid University (SA)
Deanship of Scientific Research, King Khalid University
Openalex Percentile: Top 10%
Concrete and Cement Materials Research
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Thermo-mechanical degradation and multiscale performance of hybrid PPS-MWCNT reinforced lightweight geopolymer composites — Nejib Ghazouani, M El Bagir K Ahmed, et al. · Journal of Sustainable Cement-Based Materials (2026) | TGRS Research Map | TGRS