The relationship between porosity and strength for porous concrete

Lian, C. and Zhuge, Y. and Beecham, S. (2011) The relationship between porosity and strength for porous concrete. Construction and Building Materials, 25 (11). pp. 4294-4298. ISSN 0950-0618

Abstract

As for many porous media, the strength of porous concrete is significantly affected by the porosity of its internal structure. This paper describes the development of a mathematical model to characterize the relationship between compressive strength and porosity for porous concrete by analyzing empirical results and theoretical derivations. The suitability of existing equations for porous concrete is assessed and a new model is then proposed. The new model, which was derived from Griffith's theory, presents a better agreement with the experimental data for porous concrete. It is demonstrated that the proposed model could provide a better prediction of porous concrete compressive strength based on the material porosity.


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Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Additional Information: Available online 14 June 2011. Permanent restricted access to published version due to the copyright policy of the publisher.
Depositing User: Dr Yan Zhuge
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering
Date Deposited: 14 Feb 2012 08:39
Last Modified: 03 Jul 2013 00:42
Uncontrolled Keywords: compressive strength; porosity; porous concrete
Fields of Research (FOR2008): 09 Engineering > 0905 Civil Engineering > 090503 Construction Materials
09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering
01 Mathematical Sciences > 0102 Applied Mathematics > 010207 Theoretical and Applied Mechanics
Socio-Economic Objective (SEO2008): B Economic Development > 87 Construction > 8703 Construction Materials Performance and Processes > 870301 Cement and Concrete Materials
Identification Number or DOI: doi: 10.1016/j.conbuildmat.2011.05.005
URI: http://eprints.usq.edu.au/id/eprint/19314

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