Thermal degradation of copper-modified geopolymer containing graphene oxide under cyclic heating

This study examines the thermal behaviour of one-part fly ash/slag alkali-activated paste incorporating electrolytic copper powder (ECP) and graphene oxide (GO) under cyclic heat exposure at 400 °C for 10 cycles. To investigate thermal degradation mechanisms, their thermal-mechanical properties, microstructure and pore structure were characterised including 29 Si, 27 Al, 1 H NMR, nitrogen adsorption-desorption (NAD), XRD, FTIR and SEM/EDS. Results show that heat accelerates geopolymerisation, increasing the Si/Al ratio while inducing a transition from a cross-linked silicate network to shorter-chain C-(N)-A-S-H units, leading to reduced thermal conductivity and specific heat capacity. Despite an increase in total nano-scale porosity (< 100 nm) after heat exposure, continued geopolymerisation and gel network rearrangement led to pore refinement with more gel pore (< 10 nm) and improved mechanical strength. Compared to the plain mix, the incorporation of ECP and GO further enhanced mechanical and thermal stability under cyclic heat exposure. These findings provide the understanding on the role of ECP and GO in mitigating thermal degradation, supporting their potential in high-temperature applications such as thermal energy storage systems. • Heat exposure induces transformation of C-(N)-A-S-H gel from cross-linked to shorter-chain structures. • Gel chain degradation and dehydration contribute to reduced thermal conductivity. • Heat-induced gel formation increases porosity while refining pore structure and enhancing strength. • ECP and GO incorporation show high thermal-mechanical behaviour under cyclic heating.

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Publication Details

Journal
Construction and Building Materials
Published
2025-06-11
DOI
https://doi.org/10.1016/j.conbuildmat.2025.142194
Citations
4
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
3.81

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article

Thermal degradation of copper-modified geopolymer containing graphene oxide under cyclic heating

Nghia P. Tran, Tuan Ngo
4 citations
Construction and Building Materials
Concrete and Cement Materials Research
3.81
article

Thermal degradation of copper-modified geopolymer containing graphene oxide under cyclic heating

Nghia P. Tran, Tuan Ngo
article en
4 citations

Abstract

This study examines the thermal behaviour of one-part fly ash/slag alkali-activated paste incorporating electrolytic copper powder (ECP) and graphene oxide (GO) under cyclic heat exposure at 400 °C for 10 cycles. To investigate thermal degradation mechanisms, their thermal-mechanical properties, microstructure and pore structure were characterised including 29 Si, 27 Al, 1 H NMR, nitrogen adsorption-desorption (NAD), XRD, FTIR and SEM/EDS. Results show that heat accelerates geopolymerisation, increasing the Si/Al ratio while inducing a transition from a cross-linked silicate network to shorter-chain C-(N)-A-S-H units, leading to reduced thermal conductivity and specific heat capacity. Despite an increase in total nano-scale porosity (< 100 nm) after heat exposure, continued geopolymerisation and gel network rearrangement led to pore refinement with more gel pore (< 10 nm) and improved mechanical strength. Compared to the plain mix, the incorporation of ECP and GO further enhanced mechanical and thermal stability under cyclic heat exposure. These findings provide the understanding on the role of ECP and GO in mitigating thermal degradation, supporting their potential in high-temperature applications such as thermal energy storage systems. • Heat exposure induces transformation of C-(N)-A-S-H gel from cross-linked to shorter-chain structures. • Gel chain degradation and dehydration contribute to reduced thermal conductivity. • Heat-induced gel formation increases porosity while refining pore structure and enhancing strength. • ECP and GO incorporation show high thermal-mechanical behaviour under cyclic heating.

Construction and Building MaterialsVol. 489
The University of Melbourne (AU), Caulfield Hospital (AU)
RMIT University, University of Melbourne
Openalex Percentile: Top 7%
Concrete and Cement Materials Research
3.81
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