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EXPERIMENTAL BEHAVIOR OF MESH REINFORCED CONCRETE AND STEEL FIBER REINFORCED CONCRETE PANELS. Joaquim Ant?NIO Oliveira de Barros ABSTRACT The existent experimental data reveal that the steel fiber
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A critical consideration in these experiments is that all the reinforcement consisted of a mesh of a different dimension, in this case, 0.5 and 1.0. This was made possible by the use of a 0.25 mesh and 0.10 mesh type of reinforcement. By taking the mean values from the literature for the 0.25 mesh (3.52) and 0.10 mesh (12.5 in) reinforcement, we show that using 0.5 mesh reinforced concrete increases peak energy absorption by 14% and 10% and fatigue strength by 2% compared to steel fiber reinforcing, and is similar to the energy absorption performance of a fiber reinforced concrete. However, a comparison is possible for this material between a reinforced concrete structure using 0.25 mesh reinforcement and a fiber reinforced concrete structure using a 0.5 mesh. In a non-reinforced concrete sample, the increase in mechanical strength compared to steel fiber reinforced concrete is only 2%. In a concrete structure using steel fiber reinforced concrete and 0.25 mesh reinforcement, the experimental results suggest the use of a 0.5 mesh reinforcement, reducing the peak energy absorption by 4% and 5%, and the fatigue strength by 13%, compared to a reinforced concrete structure employing a 0.75 mesh. The study also shows that this material provides an acceptable structural ductility, even without the reinforcement. CONCLUSION. This study demonstrates an increase in the energy absorption capability of cement-based concrete using this 0.5 mesh reinforced concrete reinforcing composition. The theoretical prediction is for a 0.5 mesh reinforced concrete producing a peak energy absorbing capacity of 7.

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Ermcobarros1998doc uk tentative list refers to a list that is compiled to provide a tentative assessment of certain information related to ermcobarros1998doc in the UK.
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