Article ID Journal Published Year Pages File Type
6705968 Composite Structures 2016 13 Pages PDF
Abstract
The results show that the tension stiffening model used in the FE analysis provides good results with low and normal reinforcement ratios, whereas the numerical predictions are not acceptable with high reinforcement ratios. The analytical results provided by the Italian guideline are satisfactory, compared to experimental data.
Keywords
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
Preview
Numerical and analytical modeling of concrete beams with steel, FRP and hybrid FRP-steel reinforcements
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