Transverse Deformations and Structural Phenomenon as Indicators of Steel Fibred High-Strength Concrete Nonlinear Behavior

<div>Proposed theoretical relationship between longitudinal deformations and transverse to longitudinal deformations’ ratio: A, linear behavior of HSC; B, nonlinear behavior of HSC; C, stage before the HSC reaches the ULS.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Transverse Deformations and Structural Phenomenon as Indicators of Steel Fibred High-Strength Concrete Nonlinear Behavior 