“…The use of piezoresistivity of concrete containing carbon and steel fibers and other conductive fillers to detect linear-elastic strain and onset of cracking has recently gained interest among researchers. Significant advances in this field are credited to Chung [12,14,[31][32][33], Beaudoin [34], Banthia [35,36], Han [37], Azhari [38], and their co-workers. However, none of these studies investigated the influence of inelastic multiple micro-cracking of a strain hardening cementitious composite under direct tensile loading on the composite resistivity, which is needed for developing self-sensing, damage tolerant structural materials.…”