Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6705090 | Composite Structures | 2018 | 36 Pages |
Abstract
It can be concluded that the FA additive changes the behaviour of the concrete during cracking process. 20% FA additive causes a small increase of the Wf, while 30% FA additive causes a significant decrease in the work of fracture. On the other hand value of Îw is the smallest in concrete containing 20% FA while the greatest in composites with the addition of 30% FA.
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Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
T. Sadowski, G.L. Golewski,