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Rev. IBRACON Estrut. Mater. vol.6 número2

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Academic year: 2018

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Figure 2 – Longitudinal and cross section  of the beams tested by Ombres [1]
Table 2 shows tensile reinforcement ratio, compression ratio, and  PBO ibers reinforcement ratio of each series.
Figure 3 – Constitutive model for the interface  concrete/strengthening system
Figure 13 presents the behavior of the three beams numerically  analyzed in series S 2  in terms of maximum delection, as a function  of applied load increase

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