نوع مقاله : مقاله پژوهشی
عنوان مقاله English
نویسندگان English
Introduction
The modern world faces challenges such as the low durability of construction materials under harsh environmental conditions. Concrete, as one of the most widely used construction materials, is prone to cracking, reduction in compressive strength, and degradation when exposed to acidic environments, extreme temperature changes, and freeze-thaw cycles. Nanotechnology, particularly nanocomposites based on carbon nanotubes (CNT) and alumina (Al2O3), offers new opportunities to produce materials with enhanced performance and extend the service life of structures.
This paper focuses on the use of CNT/Al2O3 nanocomposites in concrete, aiming to evaluate their effects on the physical, mechanical, and durability properties of concrete under harsh environmental conditions. The specific choice of these composites is motivated by the unique mechanical property-enhancing abilities of carbon nanotubes and the chemical and thermal resistance provided by Al2O3 nanoparticles.
Methodology
Materials and Fabrication of Nanocomposites
Portland Cement Type II:Selected for its superior sulfate resistance and performance in corrosive conditions.
Nanocomposite CNT/Al2O3: Fabricated using the electrospinning technique, where a polyacrylonitrile (PAN) polymer solution combined with Al2O3 precursor was spun into nanofibers. The carbonization process at temperatures above 800°C resulted in a stabilized nanocomposite structure
1.Concrete Mix Design
Concrete mixtures were designed with a water-to-cement ratio of 0.45 under laboratory conditions. The weight percentage of nanocomposites varied between 1%, 2%, 3%, and 4% of the cement weight, and specimens were cast in standard cubic dimensions (15×15×15 cm).
Laboratory Testing Freeze-Thaw Cycles: Samples underwent repeated cycles of freezing at -20°C and thawing at +15°C, following ASTM C666 standards, to mimic extreme temperature variations.
High-Temperature Resistance: Samples were tested for their resilience at various elevated temperatures (200°C, 400°C, and 600°C).
Acidic Environment: Concrete samples were continuously submerged in sulfuric acid (low pH of 1) for 16 weeks to evaluate their resistance against acid-induced degradation.
Structural and Microstructural Analysis: Techniques like Scanning Electron Microscopy (SEM) and Fourier-Transform Infrared Spectroscopy (FTIR) were used to analyze structural and chemical changes.
Results and Discussion
1. Compressive Strength
- Samples without nanocomposites (control) showed a 15% loss in compressive strength under freeze-thaw cycles, indicating significant weakness from repeated thermal stress.
- Concrete samples containing 2% CNT/Al2O3 nanocomposites exhibited only a 10.8% reduction in compressive strength, proving their enhanced resistance and durability.
- At elevated temperatures (600°C), control samples experienced strength losses up to 25%, whereas the 2% nanocomposite samples showed a reduced loss of only 10%.
2. Resistance in Acidic Environments
- After 16 weeks submerged in sulfuric acid, control samples lost up to 10% of their weight due to severe matrix degradation caused by chemical reactions with acid.
- In contrast, 2% CNT/Al2O3-modified concrete showed only a 1% weight loss, demonstrating the nanocomposites' significant effect in mitigating acid-induced deterioration.
3.Microstructural Observations
- Analysis revealed that the addition of nanocomposites increased the density of the concrete matrix. C-S-H gels (calcium-silicate-hydrate) were formed in higher volumes, significantly reducing voids and porosity.
- SEM imaging showed a highly cohesive microstructure in samples containing nanocomposites, indicating reduced permeability and higher compactness compared to control samples.
1.Final Discussion and Analysis
This research highlights the significant advantages of incorporating CNT/Al2O3 nanocomposites into concrete. With the optimal addition of 2% by weight, major improvements were observed in the compressive strength, freeze-thaw resistance, and thermal performance of concrete. However, exceeding this percentage (≥3%) led to particle aggregation and slight reductions in homogeneity, affecting the performance gains.
Key observations:
- Enhanced durability under cyclic freeze-thaw conditions.
- Improved structural integrity at elevated temperatures up to 600°C.
- Substantially reduced cracking and degradation in acidic environments.
Moreover, advanced analytical techniques (FTIR, XRD, and SEM) provided detailed insights into the chemical and structural improvements in concrete. The observed densification of the matrix and reduction in porosity make nanocomposites a viable solution for combatting durability challenges in the construction industry.
Conclusion
This study underscores the importance of applying nanotechnology in the construction industry, particularly in high-performance concrete. The results indicate that CNT/Al2O3 nanocomposites can:
1.Significantly improve the mechanical properties of concrete.
2.Enhance its durability under harsh environmental stresses, including freeze-thaw cycles and acidic degradation.
3.Maintain structural performance at high temperatures.
The optimal addition ratio of 2% CNT/Al2O3 nanocomposites demonstrated the best balance between cost-effectiveness and performance. The use of these nanocomposites holds immense potential for applications in major infrastructure projects, such as bridges, tunnels, and other structures subject to severe weather or chemical exposure.
Furthermore, implementing such technologies can help reduce maintenance costs and environmental impact, making this approach both eco-friendly and economically viable.
کلیدواژهها English