Linking inductive measurements and DEWS tensile behavior in steel fiber reinforced concrete for quality control

The cores were taken from beams tested under four-point bending with nominal depths of 300, 400, and 500 mm. The dataset includes fiber orientation and fiber concentration parameters obtained by the inductive method, as well as local post-cracking tensile response obtained by DEWS.

These data support the investigation of correlations between local fiber distribution, residual tensile behavior, and structural performance for quality control purposes.