Abstract
Engineered cementitious composites (ECC) are steady-state multiple-cracking, strain-hardening cementitious materials that significantly enhance ductility of traditional cement-based materials. This investigation focuses on the development of ECC utilizing locally available materials in the state of Louisiana. The influence of Class C and Class F fly ash at different dosages and low fiber content (1.5% volume fraction) were investigated for cost-effectiveness of the composite. Compressive and bending tests were conducted to characterize the mechanical properties of ECC mixes. Results showed a trade-off between strength and ductility. Increments in fly ash content as well as utilization of Class F ash (which lowered strength) favored ductility of the composites.
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Arce, G., Noorvand, H., Hassan, M., Rupnow, T. (2018). Evaluation of the Performance of Engineered Cementitious Composites (ECC) Produced from Local Materials. In: Taha, M. (eds) International Congress on Polymers in Concrete (ICPIC 2018). ICPIC 2018. Springer, Cham. https://doi.org/10.1007/978-3-319-78175-4_21
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DOI: https://doi.org/10.1007/978-3-319-78175-4_21
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