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Splitting of concrete cover in steel fiber reinforced concrete: Semi-empirical modeling and minimum confinement requirements

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Figure

Figure 2. Longitudinal view of POT specimen according to RILEM recommendations.
Figure 4. Force diagram (left) and a view of the pull out test as performed in this research (right)
Figure 6. Minimum C/D values to avoid splitting failure of concrete reinforced with 80/35 steel fibers
Figure 9. Function to relate min C/D to compressive strength (optimum C/D=5.0 according to Model Code)
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