Active and non-active porosity in concrete. Part II: Evaluation of existing models

Date

2002-03-01

Author

Yaman, İsmail Özgür
Aktan, H.M.
Hearn, Nataliya

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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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Subject Keywords

Mechanical, semi-empirical, and theoretical models suitable for describing concrete mechanical properties (modulus of elasticity, bulk modulus, and ultrasonic pulse velocity) are evaluated. Extensive experimental data is generated from saturated and dry concrete specimens with varying volume of active and non-active pores. Experimental data established that active and non-active pores appear at different aspect ratios furthermore, active pores change shape with moisture content. The experimental data is compared to those obtained from these three model categories. Models are evaluated based on their capability in evaluating the effect of pores during dry and saturated states. One model, capable of representing pores at various aspect ratios, was successful in describing mechanical properties in dry and saturated states., Elastic moduli, 2-phase media, Sesmic-waves, Attenuation, Bevavior, Velocity

URI

https://hdl.handle.net/11511/33143

Journal

Materials and Structures/Materiaux et Constructions

DOI

https://doi.org/10.1007/bf02482110

Collections

Department of Civil Engineering, Article

Citation Formats

İ. Ö. Yaman, H. M. Aktan, and N. Hearn, “Active and non-active porosity in concrete. Part II: Evaluation of existing models,” Materials and Structures/Materiaux et Constructions, vol. 34, no. 246, pp. 110–116, 2002, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/33143.