Influence of the Supplementary Cementitious Materials on the Dynamic Properties of Concrete

Abstract:

The resonance frequency method is one of many non-destructive tests which allow us to evaluate construction materials. It was used to determine the dynamic properties of concrete, required in structures design and control, also considered as the key elements for materials dynamic. In this study, we chose a non-destructive approach to quantify-in laboratory-, the influence of adding “crushed limestone” and “natural pozzolan” on local concrete’s dynamic characteristics. However, several concrete mixtures have been prepared with limestone aggregates. The experimental used plan, allowed us to determine the dynamic modulus of elasticity, the dynamic modulus of rigidity of different formulated concretes.

• Periodical: Applied Mechanics and Materials (Volume 660)
• Pages: 162-167
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.660.162
• Online since: October 2014
• Authors: Elbachir Elbahi*, Sidi Mohammed El Amine Boukli Hacene
• Keywords: Concrete, Crushed Limestone, Dynamic Elasticity Modulus, Natural Pozzolan, Non-Destructive Test, Resistance

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