Made available in DSpace on 2020-12-12T01:15:57Z (GMT). No. of bitstreams: 0 Previous issue date: 2020-06-01; The use of steel fiber reinforced concrete (SFRC) is directly related to its post-cracking behavior in tension. The flexural three-point-bending test (3-PBT) according to EN 14651 is among the most recommended tests to evaluate the post-cracking parameters for application of SFRC as structural material....