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Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
Published on: June 27, 2018
Engineered Cementitious Composites with Super-Sulfated Cement: Mechanical, Physical, and Durability Performance
Shahin Zokaei1, Hocine Siad1, Mohamed Lachemi1
1Department of Civil Engineering, Toronto Metropolitan University, Toronto, ON M5B 2K3, Canada.
Super-sulphated cement (SSC) offers a sustainable alternative in engineered cementitious composites (ECCs), matching ordinary Portland cement (OPC) performance. SSC-based ECCs demonstrate excellent mechanical properties and reduced shrinkage, suitable for diverse engineering applications.
Area of Science:
- Materials Science
- Civil Engineering
- Sustainable Construction
Background:
- Ordinary Portland cement (OPC) production has significant environmental implications.
- Engineered cementitious composites (ECCs) offer enhanced ductility but often rely on OPC.
- There is a need for sustainable binders in high-performance cementitious materials.
Purpose of the Study:
- To investigate the feasibility of using super-sulphated cement (SSC) as a sustainable binder in ECCs.
- To evaluate the performance of ECCs incorporating SSC with and without fly ash (FA).
- To compare the mechanical properties, durability, and shrinkage of SSC-based ECCs with traditional OPC-based ECCs.
Main Methods:
- Preparation of ECC mixtures using SSC with varying fly ash (FA) to SSC ratios (0 to 1.5).
- Comprehensive testing of mechanical properties: compressive strength, flexural strength, and ductility.
- Durability and physical property assessment: ultrasonic pulse velocity, rapid chloride permeability, and drying shrinkage.
- Microstructural analysis using Scanning Electron Microscopy (SEM) with Energy Dispersive X-ray (EDX) and X-ray Diffraction (XRD).
Main Results:
- ECCs with SSC demonstrated comparable compressive and flexural strengths to OPC-based ECCs.
- All SSC-based ECCs met engineering application criteria, particularly at FA/SSC ratios of 0 and 0.8.
- ECCs with FA/SSC ratios of 1.2 and 1.5 exhibited ultra-ductile performance exceeding the control.
- SSC-based ECCs, especially those with fly ash, showed reduced drying shrinkage compared to OPC-based ECCs.
Conclusions:
- Super-sulphated cement (SSC) is a viable and sustainable alternative binder for engineered cementitious composites (ECCs).
- SSC-based ECCs offer a promising balance of mechanical strength, enhanced ductility, and improved durability.
- The incorporation of fly ash further optimizes the performance of SSC-based ECCs, particularly in terms of ductility and reduced shrinkage.
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