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March 24, 2026Materials & Design3 citationsOpen Access

Thermal resilience and protective Capabilities of geopolymer coating on structural concrete

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MDMaheen DaudKRKhuram RashidMAMajed Alinizzi

Key Points

  • This research aims to develop a geopolymer coating that protects concrete at elevated temperatures up to 800 °C.
  • Designed a geopolymer coating using varying fly ash, sodium, potassium, and alkaline-to-precursor ratios.
  • Evaluated compressive strength of the coating at 400 °C and 800 °C.
  • Applied coatings of 10 mm and 25 mm thickness on concrete and assessed protective capabilities.
  • Measured residual strength, cracking, and interfacial bonding of the coated concrete.
  • The optimized geopolymer coating provided up to 120% strength improvement at 800 °C.
  • The 25 mm coating demonstrated significant protection for concrete at 400 °C, while the 10 mm coating, although failing, showed minimal strength loss.
  • K-based activators proved highly effective against thermal shock, maintaining structural integrity under high temperatures.

Abstract

• A geopolymer coating was designed for 400 − 800 °C by varying FA, NaOH/KOH, and A/P ratios. • Optimizing the alkaline/precursor ratio improved compressive strength at high temperatures. • KOH and 0.55 A/P result in impressive compressive strength, resistance to cracking, and reduced mass loss. • The concrete-coating composite was evaluated for 10 mm and 25 mm overlays. • The 25 mm-thick coated specimen showed significant concrete protection at 400 °C. Concrete cover protects the reinforcement to optimize its performance, but it spalls when exposed to temperatures above 400 °C. Therefore, this work was designed to protect concrete with a geopolymer-based coating that withstands temperatures up to 800 °C. Initially, a fly ash (FA)-based geopolymer coating was developed by varying the Sodium (Na) and Potassium (K) content of the alkaline solution and the alkaline-to-precursor ratio (A/P). Their strength was evaluated at 400 and 800 °C, then the optimized proportion was selected for coating application. Afterward, the coating was applied to the substrate concrete with thicknesses of 10 and 25 mm. After heating the coated specimens to 400 °C, the estimated strength of the encased concrete was compared with the bare concrete strength and the coating strength. Moreover, the cracking and interfacial bonding were also assessed and correlated with the residual strength. The study revealed that K-based activators exhibit good resistance to elevated temperatures, with strength improving by up to 120% at 800 °C. As a coating, it provides a strong barrier against thermal shock to the concrete when the thickness is 25 mm. Even the 10 mm thickness provided protection; it failed, but the concrete’s residual strength didn’t drop significantly.

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Cite This Study

Daud et al. (2026) studied this question.

synapsesocial.com/papers/69c2294caeb5a845df0d3899https://doi.org/10.1016/j.matdes.2026.115894
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