This article, published in the Journal of Building Engineering, tackles the long-standing issue of high variability in standardized beam tests caused by random fiber distribution. By introducing the novel concept of the fiber-moment and validating the approach with both steel and synthetic fibers, the research enables more accurate determination of residual strength without changing the EN 14651 test procedure.
The results not only improve confidence in FRC testing but also support safer, more economical, and sustainable structural design. This breakthrough bridges the gap between experimental testing and real-world applications, offering engineers a reliable tool for advancing FRC technology.
