| Issue |
E3S Web Conf.
Volume 648, 2025
International Conference on Civil, Environmental and Applied Sciences (ICCEAS 2025)
|
|
|---|---|---|
| Article Number | 03004 | |
| Number of page(s) | 10 | |
| Section | Applied Sciences | |
| DOI | https://doi.org/10.1051/e3sconf/202564803004 | |
| Published online | 08 September 2025 | |
Enhancing Bond Strength and Impact Resistance in Ultra-High Performance Geopolymer Concrete Using Copper Slag and Steel Fibres
Department of Civil Engineering, Thiagarajar College of Engineering, Madurai- 625 015, Tamil Nadu, India.
* Corresponding author: This email address is being protected from spambots. You need JavaScript enabled to view it.
Abstract
Ultra-High Performance Geopolymer Concrete (UHPGC) is receiving considerable interest as a sustainable substitute for conventional cementitious composites, owing to its exceptional mechanical properties and diminished environmental impact. This study examines the effect of copper slag (CS), a by-product of the copper manufacturing industry, and steel fibres (SF) on the bond strength and impact resistance of UHPGC. Copper slag was utilised as a partial substitute for fine aggregates up to 100%, while steel fibres were introduced at varied volume fractions (1% and 2%) to assess their impact on matrix-reinforcement interaction and energy absorption under dynamic loading conditions. The geopolymer binder system predominantly comprised ground granulated blast furnace slag (GGBS) and silica fume, activated by an alkaline solution, tailored for exceptional performance under ambient curing conditions. A series of pull- out tests was performed to evaluate the bond strength between rebar and the surrounding matrix, while drop-weight impact tests were utilised to quantify the impact resistance of the composites. The microstructural features were analysed via Scanning Electron Microscopy (SEM) to assess the fibre-matrix interfacial bonding and the distribution of copper slag particles. The findings demonstrate that including copper slag up to 80% markedly enhances packing density and facilitates matrix densification, thus improving bond strength. The use of steel fibres significantly enhances the impact resistance and post-cracking toughness of the UHPGC. This research elucidates the formulation of high-performance, sustainable geopolymer concretes utilising industrial by-products and fibre reinforcement, presenting advantageous applications in impact-sensitive and structurally rigorous settings.
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.

