Flexural behavior of SFRC: Testing and modeling

In this paper the results of tests performed on specimens and structural el ements made of steel fiber reinforced concrete (SFRC) are presented. Fiber content of the concrete ranged from 0 to 60 kg/m(3). Using the results of t he uniaxial compression tests performed under displacement control conditio n, a stress-strain relationship for fiber concrete in compression was deriv ed. Three-point bending tests on notched beams were carried out to simulate the postcracking behavior and to evaluate the fracture energy. Based on th e constitutive relationships derived from the experiments, a layered model for the analysis of steel fiber reinforced concrete cross sections was deve loped. The model performance and the benefits of fiber reinforcement on thi n slabs reinforced with steel bars were assessed by carrying out rests on s lab strips. The main results are presented and discussed.