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Active and non-active porosity in concrete. Part I: Experimental evidence
Date
2002-03-01
Author
Yaman, İsmail Özgür
Aktan, H.M.
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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The findings of an experimental study are described, documenting and quantifying the influence of concrete porosity on its mechanical properties in saturated and dry states. Concrete porosity consists of capillary and entrained air, and described respectively as active and non-active, depending on its influence on mechanical properties with changing moisture state. It was found that the active (capillary) porosity influence on mechanical properties is more pronounced with decreasing moisture. The influence of non-active (entrained-air) porosity on concrete mechanical properties is invariant of moisture state.
Subject Keywords
General Materials Science
,
Mechanics of Materials
,
Civil and Structural Engineering
,
Building and Construction
URI
https://hdl.handle.net/11511/39479
Journal
Materials and Structures/Materiaux et Constructions
DOI
https://doi.org/10.1007/bf02482109
Collections
Department of Civil Engineering, Article
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İ. Ö. Yaman and H. M. Aktan, “Active and non-active porosity in concrete. Part I: Experimental evidence,”
Materials and Structures/Materiaux et Constructions
, pp. 102–109, 2002, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/39479.