Assessing durabilty in geopolymer composites with brick powder and recycled concrete aggregate
This study examines the durability properties of fiber-reinforced geopolymer composites (GCs) incorporating recycled concrete aggregate (RCA) and brick powder (BP).The utilization of industrial by-products, including metakaolin (MK), fly ash (FA), red mud (RM), and slag (GBFS), in conjunction with alkaline activators, permitted the incorporation of three distinct fiber types-steel (SF), polyamide (PAF), and polyethylene (PEF)-at varying ratios (0.25%-1.00%).The resulting composites were subjected to thermal curing at 60C for 24 hours.The ensuing results demonstrated a notable enhancement in mechanical properties.Adding 1%, PEF resulted in a 25% increase in compressive strength, reaching 46.65 MPa, while incorporating 0.75% PEF led to a 35% enhancement in flexural strength, reaching 8.73 MPa, compared to the control samples.The durability tests indicated that after 180 freezethaw cycles, the strength loss for 0.25% SF was reduced to 6.97% compared to a 37.5% loss in controls.High-temperature resistance tests demonstrated that composites retained up to 89% of their compressive strength at 300C and about 50% at 600C.The 0.75% PEF series exhibited the most robust performance.Additionally, sulfate resistance was enhanced, with less than a 10% strength loss after nine months in 10% Mg 2 SO 4 and Na 2 SO 4 solutions.These findings indicate the potential of fiber-reinforced GCs as durable, high-performance materials for sustainable construction.They demonstrate the effective utilization of industrial by-products while maintaining structural integrity under challenging environmental conditions.
Authors
- Beyza Fahriye Aygün (ORCID: https://orcid.org/0000-0002-1317-9148)
Publication Details
- Journal
- Sigma Journal of Engineering and Natural Sciences – Sigma Mühendislik ve Fen Bilimleri Dergisi
- Published
- 2025-01-01
- DOI
- https://doi.org/10.14744/sigma.2025.00071
- Primary Topic
- Recycled Aggregate Concrete Performance
- Type
- article
- Field-Weighted Citation Impact
- 0.00