Structural performance of continuous RC slabs strengthened in negative moment regions with a mineral-based composite
An experimental programme was proposed and carried out to assess the effectiveness of the mineral‐based composite (MBC) technique for the flexural strengthening of negative moment regions in continuous reinforced concrete slabs. In addition to the testing of the two reference specimens, the experime...
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Veröffentlicht in: | Structural concrete : journal of the FIB 2016-09, Vol.17 (3), p.408-424 |
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Sprache: | eng |
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