Article ID Journal Published Year Pages File Type
817134 Composites Part B: Engineering 2016 45 Pages PDF
Abstract
The results of the experimental campaign confirmed that SFRC may reliably reduce the columns damage by preventing the concrete cover to spall out at earlier stages and increase their initial stiffness and energy dissipation, especially for uniaxial loads that resulted less severe than the biaxial ones.
Keywords
Related Topics
Physical Sciences and Engineering Engineering Engineering (General)
Preview
Experimental behavior of SFRC columns under uniaxial and biaxial cyclic loads
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