Fig. 19
From: Rebar free high performance ductile concrete beams powered by CFRP and post-tensioning
Comparing the equivalent reinforcement ratio of NC with fc=25Â MPa and the same flexural capacity with HPDC beams.
Fig. 19 | Scientific Reports
From: Rebar free high performance ductile concrete beams powered by CFRP and post-tensioning
Comparing the equivalent reinforcement ratio of NC with fc=25Â MPa and the same flexural capacity with HPDC beams.
