Control procedure to check the σ–ω relationship used to design a SFRC slab

摘要: In the paper, reliability of Model Code approach for evaluating bearing capacity a Steel Fiber Reinforced Concrete (SFRC) elevated slab is discussed with reference to case twostories family house recently built in Italy. To authors’ knowledge, this first realization SFRC Six standard notched specimens have been cast and tested through third point bending test set-up. These tests allowed classify fiber reinforced material based on post–cracking residual strengths measured two different crack openings, respectively related to serviceability ultimate limit states. conjunction casting, four shallow beams (1.5×0.5×0.25 m) having same thickness were cast. The been tested verify specific used both casting procedure. After beam tests, coring procedures been carried out order measure tensile behavior. cored cylinders non-standardized indirect methodologies: Double Edge Wedge Splitting (DEWS) Punch (Barcelona) tests.