The objective of this article is to present and compare the results obtained in laboratory tests of fiber reinforced concrete, allowing to evaluate its behavior, obtaining greater confidence in the in-phase calculation. of project. This work shows different non-destructive testing techniques in fiber reinforced concrete and the determination of the energy absorption capacity of specimens of slabs reinforced with different fibers available on the market. The introduction of fiber-reinforced concrete in structures enabled constructive enhancement and preservation of the built heritage. The addition of fibers in concrete promotes an improvement in the resistance capacity, as well as in the energy absorption capacity, increase of the rigidity of the structure and resistance to fire. Fiber-reinforced concrete has good shrinkage behavior, it overcomes the initial shrinkage efforts, adapting to the efforts imposed by the displacement of old structures under the action of new loads, making it advisable to monitor the behavior of the structure and its connections. It can be clear that the concrete having the masterfiber grade 502 is showing better compressive and energy absorption characteristics of 62.8 MPa and 1450 J, respectively. Further, the polymeric fiber assumes a more economical cost (approx. 3.6€/kg) comparing to metallic fibers (approx. 2.1€/kg).
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