Research Article
Transverse Deformations and Structural Phenomenon as Indicators of Steel Fibred High-Strength Concrete Nonlinear Behavior
Figure 5
Load-strain diagrams for HSC with different FWRs. (a) FWR = 0; (b) FWR = 20 kg/m3; (c) FWR = 30 kg/m3; (d) FWR = 40 kg/m3; (e) FWR = 60 kg/m3.
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| (b) |
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