Post-fire thermal and mechanical performance of CDW-based plain and fiber-reinforced geopolymer composites incorporating different recycled aggregates

Geopolymer composites (GPCs) based on construction and demolition waste (CDW) have demonstrated significant potential as a sustainable solution for structural applications. However, despite existing research on the technical properties of CDW-GPCs, their post-fire performance remains largely unexplored. This study investigates the fire resistance of CDW-based GPCs formulated with a binder containing 70 % CDW while exploring the effects of various CDW aggregates, including recycled brick (RBA), ceramic-tile (RTA), concrete (RCA), and conventional silica sand (SSA). The effects of supplementary cementitious materials, such as ground granulated blast furnace slag (GGBS), metakaolin (MK) and class C fly ash (FA-C), alongside polyvinyl alcohol (PVA) fibers, were also considered in fiber-reinforced GPCs (FRGPCs). GPC and FRGPC samples were exposed to temperatures ranging from 23 °C to 800 °C and assessed for residual compressive and flexural strengths, load-deflection behavior, energy absorption, ultrasonic pulse velocity, mass loss, and spalling resistance. Although all mixtures exhibited thermal degradation beyond 400 °C, the use of PVA fibers significantly improved residual strengths and flexural performance. Interestingly, RCA-based GPCs and FRGPCs showed comparable thermal resistance to SSA, outperforming RBA- and RTA-mixtures. Furthermore, the inclusion of GGBS in CDW-binders demonstrated superior fire resistance relative to MK and FA-C formulations, proving a denser microstructure and stable C-A-S-H phase formations after exposure to temperatures up to 800 o C. The retention of key microstructural features confirmed the viability of CDW-based GP composites as fire-resistant construction materials. • No spalling was observed up to 800 °C, PVA and GGBS improved crack control and surface integrity. • GGBS-based composites showed superior thermal stability than their MK, FA-C-based counterparts. • RCA-based composites outperformed SSA, RTA, and RBA in post-fire stability due to improved aggregate-matrix compatibility. • FRGPCs showed improved ductility and stiffness, retaining higher values than GPCs at 800 °C. • GGBS-SSA and RCA-based composites had denser matrices, though RBA-composite showed highest porosity and degradation.

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Publication Details

Journal
Journal of Building Engineering
Published
2025-09-23
DOI
https://doi.org/10.1016/j.jobe.2025.114131
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Post-fire thermal and mechanical performance of CDW-based plain and fiber-reinforced geopolymer composites incorporating different recycled aggregates

Mustafa Şahmaran, Obaid Mahmoodi, Hocine Siad, Mohamed Lachemi
Journal of Building Engineering
Concrete and Cement Materials Research
article

Post-fire thermal and mechanical performance of CDW-based plain and fiber-reinforced geopolymer composites incorporating different recycled aggregates

Mustafa Şahmaran, Obaid Mahmoodi, Hocine Siad, Mohamed Lachemi
article en

Abstract

Geopolymer composites (GPCs) based on construction and demolition waste (CDW) have demonstrated significant potential as a sustainable solution for structural applications. However, despite existing research on the technical properties of CDW-GPCs, their post-fire performance remains largely unexplored. This study investigates the fire resistance of CDW-based GPCs formulated with a binder containing 70 % CDW while exploring the effects of various CDW aggregates, including recycled brick (RBA), ceramic-tile (RTA), concrete (RCA), and conventional silica sand (SSA). The effects of supplementary cementitious materials, such as ground granulated blast furnace slag (GGBS), metakaolin (MK) and class C fly ash (FA-C), alongside polyvinyl alcohol (PVA) fibers, were also considered in fiber-reinforced GPCs (FRGPCs). GPC and FRGPC samples were exposed to temperatures ranging from 23 °C to 800 °C and assessed for residual compressive and flexural strengths, load-deflection behavior, energy absorption, ultrasonic pulse velocity, mass loss, and spalling resistance. Although all mixtures exhibited thermal degradation beyond 400 °C, the use of PVA fibers significantly improved residual strengths and flexural performance. Interestingly, RCA-based GPCs and FRGPCs showed comparable thermal resistance to SSA, outperforming RBA- and RTA-mixtures. Furthermore, the inclusion of GGBS in CDW-binders demonstrated superior fire resistance relative to MK and FA-C formulations, proving a denser microstructure and stable C-A-S-H phase formations after exposure to temperatures up to 800 o C. The retention of key microstructural features confirmed the viability of CDW-based GP composites as fire-resistant construction materials. • No spalling was observed up to 800 °C, PVA and GGBS improved crack control and surface integrity. • GGBS-based composites showed superior thermal stability than their MK, FA-C-based counterparts. • RCA-based composites outperformed SSA, RTA, and RBA in post-fire stability due to improved aggregate-matrix compatibility. • FRGPCs showed improved ductility and stiffness, retaining higher values than GPCs at 800 °C. • GGBS-SSA and RCA-based composites had denser matrices, though RBA-composite showed highest porosity and degradation.

Journal of Building EngineeringVol. 113
Toronto Metropolitan University (CA), Hacettepe University (TR)
Openalex Percentile: Top 73%
Concrete and Cement Materials Research
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