Digital Image Correlation was used to compute the strain fields while performing a 4-point flexure test on a beam made of the Engineered Cementitious Composites (ECC). It shows the capability of strain hardening concretes such as ECC to spread the damage via saturate multiple fine cracking. Beam dimensions are 1.5 inch (width) x 3 inch (depth) x 10 inch (span). Distance between the 2 central loading points is 4 inch.
