Article ID Journal Published Year Pages File Type
6705090 Composite Structures 2018 36 Pages PDF
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 Δw is the smallest in concrete containing 20% FA while the greatest in composites with the addition of 30% FA.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
Authors
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