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

This dataset comprises inductive measurements and Double-Edge Wedge Splitting (DEWS) results obtained from cylindrical cores extracted from steel fiber reinforced concrete beams produced with natural and recycled aggregates. 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.